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HomeMy WebLinkAboutProduct Approval 5/21/13 Florida Building Code Online n01C�3�( itr(E�t� SCIS Home Log In User Reg Istratic n Hot Topics Submit Surcharge Stats&Facts I Publications ; FBC Staff ! BCIS Site Map Links i Search Busines Professial I Product Approval USER:Public User Regulation Product Approval Menu>Product or ADellcatl n Search>Aooilcation List>Application Detail FL# FL389-RS Application Type Code Version 2010 Application Status Approved Comments Archived r FILE 1,1. Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email (fAccordion Category Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ire, Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. F7' Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-192.0 Referenced Standard and Year(of Standard) Standard Year 'ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R5 Eauiv EQUIVALENT LETTER ORIGINAL odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 vuww.floridabuilding.org/pr/pr appdtl.aspX?pararrl-wGEVXQwtDgvYYHH2vJvA5i3MwsXdCOtOX3bENFONIQQc%3d 1/2 5/21/13 Florida Building Code Online UCLU Vd11UdLCU 1L/Ll/4ull Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3 Extruded aluminum interlocking blades retained by tracks(top and - (Non-HVHZ)-Drwg 11-190 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II drwp 11-190 ASSA.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D". Max span is 13'70"for 40 p.s.f. FL389 R5 AE product evaluation drwp 11-190.pdf ASD negative load the HV3 blade w/o window blade,5'-6"for 110 Created by Independent Third Party:Yes p.s.f ASD load for HV3 blade w/o window blade and 9'-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84"for 72 p.s.f.ASD load for HV3 blade w/o window blade installed into metal studs.See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top and Only-(Non-HVHZ)- Drwg 11-192 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA drwo 11-192.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 p.s.f FL389 R5 AE ASSA Prod uctevaluationreoortdrwo11192 odf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV1 blade,W-0"for+64,-72 p.s.f,load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)- Drwg 11-194 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA DRWG 11-194.udf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load for FL389 R5 AE ASSA Product evaluation report drwp 11-194 Ddf Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 and Created by Independent Third Party:Yes 28 respectively Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,.please dick here. Product Approval Accepts: xeuri rae-rrstc5 www.floridabuilding.org/pr/pr app dU.aspx?pararrt=wGEVXQwtDgVYYHH2vJw63MwsXdCOtOX3bENFONlQQca/o3d 212 GENERAL NOTES; I.BERDIA H.V.ACCORDION SHUTTERSYSTEM SH06V ON THIS PRODUCT EVALUATION DOCUW.NT(P,GD.j HAS BEEN VERIFIED FOR COMPLIANCE LV ALpRDANCE WITH THE 2010 EDITION OF THE FLORIDA .BUILILNG CODE.THIS ACCORDION SHUTTER SYSTEM SILL NOT BE INSTALLED AT KOH VELOCITY HURRIO+NE'ZONES. DESIGN WIND LOADS SHALL BE'OETFAU-4:1)AS PER SECTION 1620 OF THE ABOVE MENTIONED,CODE.FOR A BASIC�WWO�SPEED RECUIRED BY THE JUNDICTIoN WHERE SHUTTER WILL TABLE OF CONTENTS, BE INSTALLED WITH A DRECTIOHALJTY FACTOR Kd-4.85.USING Asa -to FOR LNSTALLATONS UNDER 201a•Fee ma SHALL NOT mEEO THE N wUL,(ASA.) DESIGN PRESSURE RATINGS INDICATED ONSHEETS.11. 12. 13. 14. 15. 19&20. W ORDER iD VERIFY THE ABOVE-m.VDITIGN,IR.1aMATE.DESDN WIND LOADS CEiERMINED PER ASCE 7-10 51V21 HE FIRST REDUCED 1 A. uCESK:N W'NO HILITIS Al3EA-1: HV 9LADE4 d dl: BY MULTIPLYING TRIM BY 0.6 IN ORDETTO COMPARE THESE W/MAIL(A-S-0)DIESCH PRESSURE RATINGS 24DGATEDON SHEETS.11. 72r 13, 14,P151 19 41 20. GENERAL NOTES' SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PE.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE LN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEIR SYSTEM(33MTONEWS 1-20 SHEET 2 ANALYSIS.HOWEVER-A RIND DURATION FACTOR CO-1.W WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-77 SNEER 3 BERTHA N.V.ACCORDION SHUTTFA'SY57'EI*S ADEQUACY Fdi WIND AND LARGE.MISSILE 13PACT LOAD HAS BEEN VERIFlED NJ ACCORDANCE WITH SECTION 1609.1.2 OF THE ASO'r.MENTIONED CODE AS PER 1YSTEM SHUTTER ASSEMBLY 38-44 SHEET 6 ATL REPORTBi TYPICAL WINDOW 8'ADE k WINDOW DETAIL -HV OWE 0 BD214.01-03,80715.01-03.11C04,01-05,81214.01-05.#0317.62••05;#0609,07-10 ASD 19210-01-11 AS PER TAS-201,TAS-202 Aim TAS-203 PROTOCOLS AND ASTM E-1888 IND E-1996'STAV0AR0S EVEL(MISSILE LD.WIND 2DNES 1.2 B 3)&81220,01-10 AS PER TAS 201.R03.m 203 PROTOCOLS LARGE WSSIlE -HV V4400W BLADE 940505,01-08 AS PER ASTM E-1866.AND E-199E"(MISSILE LEVEL 0,'JELND ZONES.1,.2,3)BASIC PROTECTION ONLY ANO 8 0729-07-8B AS PER TAB 202 PROTOCOL. TYPICAL SHUTTER'ELEVATR)N,dt NOTES ON LACKS SHEET 5 INSTALLATION DE7A113 A-F.CONCRETE/BLOCK SHEET 6 2.INV BLAlYc IO AND HV TINDOW BLADE ARE ENGINEEREO TO WORK IN UNISON WITH EACH OTHER UNDEA.THE'GENERAL UUITATICNS ANO CONDITIONS OF USE'INOtCATEO ON SHEET 19 INSTALLATION DETAAS C-M,CONCRETE/BLOCK SHEET'7 3:BERTHA H,Y,ACCDRDION PINS.(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DREDf MCUNT CONNECTION TO TRACKS SHALL BE 81412.75'ANO: 14s1.75'RESPECTIVELY,410-W MINIMUM SERIES CENTERMATE 'DEMLS HV SHEET B STAINLESS STEEL SCREYVS WITH 135.0 WTIELD'STIMNOTH AND 180 kai'TENSILE STRENGTH:PINS SHALL BE COATED WITH BERTHA HV DACAOSMEID COATING SYSTEM AS MANUFACTURED BY APPROVED. CENTU MATE ALTERNATING DETAILS WV SHEET B COALING APPLICATORS,REGISFE'RIED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PWS�MUST BEAR THE:HY.MARKING ON THEIR HEAD. c ALL ALLUNI80J rxrRUSIONS.SHALL QBE ALUMINUM ASSOCIATION ALLOY AND TEMPER As u4DCATEo ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6663-T6 ALLOY M 30.0 k.;AND 35.7 Inl FOR END CQYNECTION DETAILB 1-6,CONCRETE/BLACK SHEET 10 6005-75 ALLOY; MAXWUM-SPPN TABLES �SHEET TI ANCHOR SCHEDULE-CONCRETE do BLOCr 'SKEET 12 0;ALL SCALLS TO BE STAINLESS STEEL 3NG OR 316 CArSTI 2411 CFt CORROSEON'RESL4TANT CCATED CAiE8014 STEII.AS PER DIN 50018 WITH 50 k11 MIN.YIELD STRENGTH AND 40 kaE MIN.TENSILE'SIR�tam MCHOR SCHEDULE-CONCRETE R BLOCK S1�13 AND SHALL COMPLY W/FLORIDA BUILDING txOE SECTION 2471.].].4: ANCHOR SCHEDULE-CONCRETE AA BLOCK SHEET 14 6.BOLTS TO BC ASIA A-707 CALVAN2e'D STW_CR AOSI 3D4 OR 316 SERIES STAINLESS STEER.YMH 35 kQ1 MINIMUM YIELD STRENGTH, AWJ40R SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPFL4TCATICHS:FN SLAOE QI : 12.t3,14.15 AND 20 - INSTALLATION DETAILS M-R,WOOD SHEET 18 HV BLADE 0:k 0 WCRKINC IN UMSCN:12. 13`Ai IS- - INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTPA H-V,ACCORDION SHUTTER SYSTEM REARS A V.S.PATENT/0'779,582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE 00 IN PART BY U.S.-PATENT 85'458;179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 h.)C,WOOD SHEET 18 METAL SUPPLY,INC. . ' 9:D.St01Ll.SE-DIE RFSPONSIP.Lll7Y DE ME CONTRATO VER"TNE.SOUNDYESS Of THE�SLRCCTURE WHERE SHUTTER IS TO BE.ATiACtlED i0 INSURE PROPER ANCHORAGE.LOCONTRACTORID.SEAL/{CAULK AREA 3: HV WINDOW..BLADE0 ONLY ALL SHUTTER COUPOA'SNT EDCM WHiCK REMAIN,THRIJ FASTENING IN CONTINUOUS CONTACT WITH THE StMD(NC TO FREVF]AT WINO/RAN-INTRUSION. - TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VIS18LE PLACE WITH WAR41NO NOTE:D'JRIN'O PERIODS OF HURRICANE WARNINGS HOME OWNER.tENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTEXUAM.AND'ENGACE OR LOCK AL.HV AND HD LOCKS. ARa 4' HV WINDOW QLADEn ONLY I1.SKITTER i.IANL1P.tCTVRER'S LABEL.SHALL DE LOCATED ON A READILY VISIBLE LOCATION'AT.LLCORDION SIITTER IN ACCORDANCC VATH SECTION 1715.8.3 O'FLORIDA BUILDING COOS ONE L49EL SHALL BE INSTALLATION DERMIS, METAL STUD WALLS SHEET 20 PLACED FOR EVE11Y OPENvVC.LABEUX0 TO COMPLY WIRH SECTION 1715.8.2 OF THE FLCRIDA.BULONO COD:.' 12.,BERTHA H,Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SIILL.L COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGWT16NS PROVIDED BY THE J'UMSDICTION WHERE PERMIT IS APPLIED TO. 13,(4)'THIS P.TLO,PREPARED BP THIS ENGINEER O GENERIC AND CO£5 NOT.PROVIDE INFORMATION FOR A SIE SPECIFIC.PROJECT;L.P.V.HERE THE SITE C6NOR10 As DEVIATE FROM THE P.SD. (P)CONTACTOR TO BE RESPONSIBLE FOR THE SES.ECAON,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASm ON THIS P.E.D.PROTOED HE/SHE DOES NOT OEIAATE FROU 'HECONDITIONSDETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (A)THIS.P,E.D.WILL BE CONS3CEReD INVALID IF ALTERED BY ANY MEANS. M.SITE SPECIFIC PROJECTS SHALL.BE PREPARED BY A FLORIDA REGISTERED ENCayEEA OR ARCHITECT WHICH WILL BECOME T14E ENGINEER OF RECORD(E.O.R,)fOft THE PROTECT ANO WHO VALL Be SABLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,An r.16 A CE7LEI ATEO.ENGINEER TO THE PLED,ENGINEER SNAUL SUBMIT i0 TARS LATTER THE SIRE SPAWN FIC DRAWINGS FOR REVIEW. (e).THIS PLEA.SHALL BEAR THE DATE 940 ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENONEER'.OF RECORD W. ,,PREPARED IT. FLORIDA BU IG CODE Non High Velocity HMrricone Zane fit. EPA rJ� 0 2011'EASTERN METAL SUPPLY.INC. BERTHA„ Ina �', ICENq IL. E C_70i 7w,, Q■J■SLA. Accordion Shutter System f lVo 6� KV.IMAX#(W/OR W/O KV,WWW arm Amertcnn Shutter Systema P N oALO !FR�At A Q TILUT TESTING h;ENGINEERING COMPANY Aasydoflon, Inc. 1 DD 11-063 1T ti 11/24/11 ST No 6R3_K1Y.-xa+St.S-.XS,"W"COMM P41Q01=36 A Ph-It t(]05)977-1530,FSE:(305)677-1531 4268 Westrgcds Drive : 'r� '%10RIDp k� 1`� .-.aa:uk ocndc. West Palm Beach, FL.33407 3 IAC192 fi ........... � M` EG-0006719 4WALTER A FLUT Jr.P.ETA) DAATe FL�PoDA I� Q 4.167 6T OF'20 r.CM1 'toes�' ,tr VARIES {j. V':II 1 1 r ,'.p 4 {• i � {in0.�---- 1 � 4 :ASY {993' i 9 ' 1O HD �UWlk� f 5�HV 90'180' STARTER COVERED UNDER US PATENT 5459579 QUALIFIED FOR USE 1V/ ��7p' FLED FOR USE.W/HV BLA I �¢HV DIRECT MOUNT HV BLAD£QI V HV WINDOW E eD 6005-T'3 ALLOY AND TEMPER QUALIFIED'FOR U��)E VI HV 6063-T6 ALLOY AND TEMPER EE U)ARATIQ DE ON SH 1924T BA TEMPER 63- ALLOY AND 603A OW ADJ, ADAPTER MIP QUALIFIED FOR USE W/ HV .9II0 BLADE t �$ � WALK-OVER.TRACK ©HV ADJ. FLOOR TRA K d DUAUFIED FOR USE'W/HV 9 H�$ NCH TRACK 6065-TG ALLOY AND TEMPF, ;L750. 4UAUFlED,FORUSE 4V HV - t OUAUF)ED FOR USE W/ HV � BLADE(D / 063-T6'ALLOY TEMPER BLADE ONLY. (@ HV RAINGUARD 6063-TB-ALLOY ANND TEMPER .-I VARIES T 6063-T6-�ALCOY'AND TEMPER QUALIFIED FOR U„ZE W/tN ),91T •, b• ` VARIES 5936' 6063-T6 MYEA!• TEMPER Os3• o a� A93' l k n 87 1:086• ;• 570 iN-V cEICINO H eDGo tp HV HEADER/-SILL {9�3 M C£IL!NG HEADER/SIL QX D !FLED FOR USE W/HV BLADE(7 ONQUALIFIED FOR USE-W HV BLADE(1 ONLY SEE SECTIONS K VLAD 6663-T6 ALLOY AND TEMPE.. OUALI IED FOR USE W/HV BLADE (4 HD WAL- H ADER/C_II 1_ 6063-T6 ALLOY AND TEMPER SE_ SECTIONS FOR VAUDrrY. OUAJJFIEO FOR USE W/HV 6063-T6 ALLOY AND TEPP BLADE 1l)ONLY. 6063-76 ALLOY AND TEMPER I1 y COMPONENT A 0 TI 72I % QUA' FOR uY t 12• 1' 1' 002 � (� 2• S'MAX, '1/e" IJe'Aj 3' 13' R90' 2' Ib"MAk. 0.192' O.19Y UA SIDE ANCA CORNER USE W/Hv ALUMINUM UM ANDS 2,5' Y HAL 0.190' 0.190' POSTSUA�ED FOR USE W/HV BlAOET QUALIFIED FQ�{USE W/ W BLADE 6063 T6 ALLOY AND TEMPER .BLADE LT)ONLY. 2• 5'VAX. 0,139• 0,131• 6063-T6 ALLOY A©TEMPER 6063-T6-ALLOY AND TEMPER. FIORIOA BUII.OING COOE(Ron N; h Velocity Norricone Zone 1ttEEt�AR•Y••••,.�� 0'2011 EASTERN METAL SUPPLY,INC. 112112.111 A E A.TIt A S S A� T� C TL E z-6 , , . IN Accordion%V/i1 Shutter System —" "4,4,167KV.BLADE',�T W/CR w/o KV.vaNmx aAf7E American Shuffer c�. TILUT TESTING & ENGINEERING COMPANY Agdcala Ian. IAO t M OL6�t t�P-nCb�3 t E/23E It avE, 11/29/i t '� c�•et 6LV 445.YA.S[.,?u.]C5,9JMM GW CCM P.nAYlA sine •'9 .--crnTE>=QF—^tilT:"-�� pt"e:{305)971-1630 Far...(305)871-5531 -4268 W89trood6 DrI 9 9p''• �c 4i��� a-maa,tutttroOeoLeom WeOC Palm Beach, FL 3 7 s DRAWING No �oRi©A t, E9-WC6719 1 i—192 044107 3 P. }Itv 8/DATEFLCFZA SHEET 0 e r. , c6Ja�,,,, a�0. 2• ` 345" t 3 - S�.Su.SL 1 =414"4011- its a� CA F,IvrsCy t ^ i2 TeP. TIM .062' 1." 4• n: 316 L sv4cri.a+om PASS CdP&R tiA• _ a h KSt4 t�i�'� (4iliCui KMTID! MV CENTERMATE H-V LQ9K 14V EGRESS-LOCK vALiFiEO FOR USE W/NV SME(D& ON 6 Jn• OUAUFIEO R. SE Y!/14V OUALiFIED RUSE W/HV 6063-T6 ALLOY AND TEMPER QU ED FOR USE W FiV'(LAAE 1 dt 1 ONLY �`f � •-� ---- 6a63-T6 ALLOY AND TEMPER v BLADE 1dc ONLY. 1 G' 'ONLY. ALIFIEO FOR USE W/'.HV SlADE I ONLY 260'0.0. q_ W*AFM, S18• 1 2676' 6063-T$AL OY AND TEkAPER pc. 1.74' a' .4 as• AM Y X 070' i N o �� R 0" , � • n / .@-2q x BEFORE.R6tE7PaG n x — _ s BEM 4)444 IlUlaNU4'(202hTd'ALLOY)4/60£FIAVGE Y ! ' �-±� V=kUT%W.PMT j 0120.AS YAWtiCACPUREO 6Y PLAN' FRONY EiEYARON qm n. L- arif 822 CHERRY 7EkTORN,PkLPPENY.ev JERSEY 070"mi 100 FOR "T" LACK CENTERMATE. QUALIFIED FOR USE W/HV BLADE ! ONLY J�( FEAIAI�"�" LAC CENJERMATE .HV aT" LOCK 6063-T6 USE AND TEMPER QUALIFlED FDR USE OVALUME FO g USE W HV QUALIFIED FOR USE W/NY BLADE ONLY BLADE,1(}ONLY. QUAL1FiED FOR USE LO HV BTEMPER LY 6063-76 ALLOY AND TEMP fYIlN Ste'E(�ONLY, 6063-t6 ALLOY-AND TEMPER �-«�t i• • 1.161 �j(''�'"' o ZS *An 7M]18TURN- �3• _ow!;D62" I KEY Clullom st+ svJ 5+4' 0814'NQ LOCKING M. �' '""' � � � �a � � i.i24•Maz. icy m a o oUA1I USE W/Hv SLA & Qaj OU FOR USE WJ 04"B ! 4-T6 ALLOY AND TEMPER INSgol 6043-76 ALLOY 01)TEMPERHO $ VARIM 12'.A102. O AL £6 FOR USE Wf HV HLADE i & Arm M ORom1mv -+6 1'1 6063-T6 ALLOY 2 D TEMPEP. ..T�RDER loft {{ {�a OR%EY L_....„.. 1 7 M!n CYWNDER. 213' N 1.76 um LOCKING RAO© Tta a }Q LAG4l OtiAUFlEO FOR USE W/ HV BLADE 1 375 a t3 aF-18 ACETAL tj�1/4” 9L— 4.AISi 344 By RECENT r+ANotvA2E MORTISE Dss sERIL::2333 rusoK BOLT LOCK 6463-76 ALLOY AND TE>APEB �'iy 5. Tt'IL.lM9S`GB KS OLiAI FIFO FOR USE W/HY SLAOE(D4 INSTAIIATION WILL REQUIRE A 7/!6'H UOREWS fes? LLED AT TRACKS FOR PROPER EMBED NT QiJAUfiEO FOR USE Wj hN'BLADEi� 4UAS1FlE0 FOR USE W/FIY BtADEQ FLMIDA BUILDING CODS [tori High Velecity Hurricane Zone ®2.011 EA5TEWf METAL£UPPir,INC. A A■S.S.A. Aceo;rdion Shu V.er S uaDoyste • ..�_ ri�u.i �� w/�w/ v ww i;ranmE ;t167� ; r >, American Shutter Systema 4EscvPrtoN oA RYtaiN fir Ac. till, •?y� TILLIT TESTING,& ENGINEERING COMPANY w•o`; t om 12..392.8!.sl-.X9.YFTeiRx 6ARmm nwtu 23t6s 268 Wistrwdon, Inc. , QLD 1T-463 st 1 DATE 11 ja.9/i s Fat;13a6;e7t-1531 42E8 Westra0ds Dtivc a pRAYIENci V0 e—mu�rsoea West Paim Eeach. FL 33407 z � — )2 „ fS'•' •G� 1++' IAM A TAUT,v,P,£ A. S/ ( nlWDA Uc.d A+162 4 SHEET' /OAiE 6 a OF 20 r SHUTTER ASSEMBLY SCHEDULE FOR , u— t Lrr. I H`/ J/B•I. 12'WN.a YCE 4 TO 6LADEI P 41 _ 0 1 HV BLADE t ; I _ EDGE 1A� .lan•r�-c,;y�, e2s- I ': ItMY rir`}Dax SEAOE A625' 'Y ®. HV BLADE to , I ®. HV LONG RECESSED NYLON BUSHING 1 ' euaEs "o aPFaR A825 .1st5 Y ® t N fi'P) �,Y lr o.G6 � HV SHORT RECESSED NYLON BUSHING t o I. FLAT FMON_ HV NYLON HAT WASHER _ (DOR® N t HV WHEEL CARRIAGE AISI 302-3103 SERIES r_ / I 4! l t f�/a2s�5a" X ff 0:870"x3/16•THICK:NYLON WHEEL. 1 1 1 " 2 7/6•we "'r"ww 0.18840.AISI 302 SERIES S.S. RIVEiS IBb0-T t ,Qs2s' �o6z6a3.c mow' ® HV 1 3/4':ACCORDION PIN W/_g8 HEAD EXTERIORa` aPOJ ON 5 3TER HV 2 3/4"ACCORDION PIN W/f18 HEAD 41 47�' $, ctti/4 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW 11 1 i eEIv.E:JJ AL W MND-C)W AME AND PO YCARBONA•LE HV WINDOW DETAIL (DOR(a or ` N.Ts. t L 'OTC ) I � �OR.® i,I I Irl �(teQJ,Y_�ARBON.aiE IMPACT R_ ISTAF(T HV WlN00W i BAYER MAKROLON 3103 POLYCARBQNATE ! RESINS, UV-STABILIZED GRADE OR S46IC 12'eLADE RN, e N INNOVATNE`PLASTIC-L-EXAN 103 RESIN * y' j I j (SHE'NOTE "F"ON SHEET'19). d QOR0 � 4 qg a (1,} HV PIN @ SHALL ALWAYS BE USED AT-ALL EXTERIOR i �J Xf & '.E ! POLYCARBONATE-SOURCES FOR 44, 80TTOM KNUCKLES OF HV ACCORDION SYSTEM 1V/ HV 1tD OR I EXTERIOR rxnr ar MALTHV®6tADE• jCAL SHUTTER ASSEMBLY m��Pmo6anq sta0um r,9�u9 NV PIN®ORXA AT "1D1 u96m (2) HV PIN @ MAY BE USED IN LIEU OF AND ONLY AT E OIR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D BLADE'S E"FOR 9pcevr_ 00.126 (SEE NOES FORuu"tr ,rnw out oaaw m/af BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. REQUIREMENTS) " ,048=1 To=M5 sm m ASM Odea 9.,00 P-L 9.000 PSL TYP, 1 RCVAAL wpv4m AT+ffiD AS{S 0700 ,0-100—L iJ.4N (3) HV PIN,(•✓`2 OR.@ W/ 1/2' O.D, 1/16" THICK S.S. WASHER I I ' nodsm enaa,s P-J. 2"im MI SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL'X, 8? I., � Aa�lm aoo Au,mss t9 FT-Ws, v Fl-of. SHEET® ?jj aaf^^���'•,•�'�* t�v amc.casar Asn 4030 !4 n. 193 s Na PEEL G RIAOE bETAIL pVEMBLY LAYOUT RM CF ewxv9 A=Dam c WAS a-1 cvss ILfs. R T sus rami+ Aslu pM29 ,ao s ON r _ un GIM tEtisuF.arr¢7xml APNR AsM"a 9302 P,J, eeW w C1) HV BLADE SOLID & d1. HV WINDOW BLADEDETA9LS 2k%EWMA O000ELLVFfmm A am &91 p.1 arm PA+ N.T.S: FLORIDA BIS DING CODE Non High Velocity Hurricane Zone; Pij1�TGR.A.rl(� 892011 EASTERN UEiAL SUPPLY,INC, BEWrHA- r - mw A S S A BWE Accordion Shutter System �� Q 1NC. ■ ■ ■ ■ H,V. 01 W/OR W/0 H.V.WINDOW BLADE ` 0 .:... / i fAmerican SI1YttOr Systeme r, p oESMpt" GATE CaAwN.en A.C.. TILLIT TESTING & ENGINEERING:COMPANY Axwelallon, Inc. 1 OLD +1-067 ,ri'TAi1=n-�_ - aau«.s:xa<s_19,:,105.+JMM GkgO ;,F,JxsAA.OJ,as 4268 WestrooGs Drive I , -ji'.?7 Prone {3a5�h-1930,Poo:(30S)SN-1531 ORAwING No O A w e r gar 0=044.1-- Wes. Palm Beach, FL .33407 s z'oF ,. . 0. '``G\+1,1 HALTER A.Pug Jr.P.E. `` {1CRCA u9.0"Iw a SHEET P.E. Y1Rf/DATE a 4 or 2Q— • « yf 'a 1, IT. cam •_ •ONE W.LOCK 6 or oHALL BE USED AT 1/2 OF SHUTTER SPAN'FO OAN�1 OR 12"AEOt'E'OR-B�0.t + 2%CiF..5Ht1T?ER SPAN'F fi STASIS UP TO 105 PND FOR�INST TIONS,AT ANYIII /{ J ELEVATION,}y LOCK 4�9 or }dAY BE.USED AS AN:.1N514E OR OUTSIDE LOCK.ATTACHED TOO OR?� I L f CENTERMATES'YT/(2) 1/4"a x llr LONG.FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALLBEAS XbICATED ON Qq Q CAL SHUTTER ELSIATION, UP TO TWO MV .. 1:J LOCK�S:: MAY BE USED AS AN 1. c LOCK..CONNECTION OF LOCKS TO CENTERMATES�1 LOCATI(SV OF L AS INOLCATEO.04 NOTE(I N ISHMM f I . I CS. H.Y LOCTS_S�(LOCKING-RODS ARE NOT RECIUIRED AT URRICANE=�p 'u • E USED IF D SIRED TO`£NHHpANNOCc-SHUTTER-PERF.MANCE. LGCKING-RODS OR AN A MAY ALSO BE USED AT.STACKING POS TK)N (NON'HURRICANE ObsrrION). 4. - SHALL BE U AND IN57AUATIONS�AT AN .ElEVATI(NN,NY LAK" �ar. USED AS AN OUTSDE OR INSIDE LOCK, a � ATTACHED TO Q�CORw_R..CENTERIDATE W/(2) 1/ -20 z 1/2"(:ONO FLAT HEAD S.S,M.S.TWO LOCKING:RODS(S $ N AT TOP&t901'1'OM SNAIL Be USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MOMUM SHUTTER,SPAN SHALL.BE.DETEMINO AS PER SCHEDULES SHOWN ON SHEET 12. S ff °IgQ $ ONE ALTERNATE HV LOCK:. FLAY BE--V5FD-IN LIEU OF HV LOCK or" FOR ANY SPAN AND Oj !S .! INST TIONS AT ANY ELEVATION-,AL ATE LOCK®MAY BE USED AS AN INM 09 OUTSIDE LOCK ATTACHMENT 1/4"o-20x3%4."S.S.THUMSSC EV1 TO®'OR 0 CENTERMATES SHALL BE MADEW/ 1/4'6-20x3/4"ALUM. ( ( 6 3 is s RWNUT.AS SNO'WN ON SECTION HvF_SHEET B,-ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 �_ryS C LOCKS AT 1/3 OF SHUTTER'SPAN. `� " .S:'�SNDATORY CONOIiION 93 MR-1112YSTDNE RDIMNG 0EMUieT10NSL CNE HV LOCKSHALL BE USED'AT 1/2,OF SHUTTER SPAN FOR-ANY SPAN OR 12'ABOVE OR BELOW 1/2-.OF SHUTTER SPAN FOR SPANS LIP t ( I 11 ! 1 ( TO 90'.ANO FOR INSTALLATIONS AT ANY ELEVATION.HV LACK Q)or 4 or @'MAY BE USED AS AN INSIDE OR I OUTSDE LACK,ATTACHED TO O or.0 SYMMETRICAL CENTUWATES W/(2) 1/4"^20 x I/2'LONG MUT HEAD S.S. —E Fain r I M.S..LOCATAN OF LOCK SHALL BE AS INDICATED 0h_TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS OW/0 CONN.CINCIN CETASHELS O t ¢ i k, x L j 1 v ® v a� t - OR -'i0P AND 30T70M IS COMPLETELY MANDATORY.. is TV' FULL. " ( *NOTES �ON HV "f LOCKS AND CENTERMATES: � F+EIGHT, OF CORNER =NArE TO MANnUM OONCIVION I= am AND 1 CENTERMAT'E ONE,ALTElr HV A LOCK MAY BE INSjAILED 1N UEU OF FIV LOCHS OR FOR AhY.SPAN D cn 1 S7ALLATTON A?ANY ELEYATIDN.AL TE LOCH Dq MFIY BE US£0 hS PN.INSfDE OR OU(SIQE LOCK.FdT'ACNMENT OF'LOCK'.L INCLUO«S uSIHG RHNFORC"HI LOCKER��.AS SHOWN ON SFCT40N HVG,SHFEi 9,WHICH MUST BE CONNECTED TO CFtiTTRMATES AND tY/ 9/4.3-20 x 1 5/2'LONG S S.-TtiREADFD BOLT 1Y/7/8:m,x 3/32' W1\'GNLR OR W/ 1/ 20zT"5.5.M.5:INTO A f/4:Ox".5/B'RNNUT�i.00K MdY BE INSTI..f:FO AT MIOSPATd OR.12' U t� ,��� ��7}J*�}reg MAXIMUM ABOVE ANO BEL:I'PAN.USE or TWO LOCK1iti0.R0O5 TOP AND DOTCxA lS MAPSOATORY, .�„�«�a119+Q3ja�t�?�• *NOTES ON J90 LOCK 7.fro wK W/,Np�EMTF UMS OR ONE ALTERNATE HD LOCK.Q MAYBE USED IN UT:U OF TYPICAL. C1`) BY BLADE SHUTTER ELEVATION N4 WCKS: OR F.OR ANY SPAN AND INST/llATiONS AT ANY.£LLVATICN,ALTERNATE MO LOCK @*MAY BE USED N.T.S. AS AIN.INSIDE.OR 011TS164 LOCK:ATTA(SIMENT.OF HO LOCK TO 0 IS W/3 OB.x 3/0 F,H.S.S.WS..ANDAN CLUOES RONFORCEMENT INSERT a AS&oft ON SECTIONS HOD- AND HDO,WC,SHEET 10.LOCK MAY SE INSTALLED AT MIOSTS4NOR K2'uwUUM BE=OR ABWE MIDSPAN,USE,OF LCCIW43-RODS @ IS CCMPLR£LY OPTIONAL. on igheloci uTricane ne L FO Q A.r/ 02011 *ASTERN METAL SUPPLY.INC. .1 ENS... j BERTHA T, �. A S S Accordion Shutter System : / ` �4 Lr V1 1PI:G. ■ ■ ■ io H.V.BLADE#1 W/OR W/O 1f.V,VA10ON MADE /,�7 '`� *; ffLUT TESTING ENGINEERING COMPANY American Shutter Systems II%v eAl DATE WN M! AD; �'•, 37ATF OF �� ISSN nA sem;S,.Sm 303,VIMM D WOM F=rA 31CO A1?EOciatlonA Inc. 1 OLD 11-063 J 1 L. 1 am :11/29/11 n.,; (4e)1171-1630.F4.1.(30*71-1591 4268 4aestraeds Or! 2 ORAVdINO No •� OR10 \�,'+� a m�. us�c�colcam West Palm Bacch, FL 3 y 1-192 +COS1s••........• ,��\1111 iB C008718 4 /ONAt IE III R ae A k.f 3.07 5 SHEET FLCA!aA Uc/i41&) P %Q,SJZ)iA 'RE/DATE .*_ e 0 G4E{E ANCHORS POURED CONCRETE CONCRETE {SEE SC1xEODUE ON IN?CONCTtExE Dx.00,S REkNt CRM �`"' R�O O sHSEr ia) REQUIRED Z11-1- IWAIA"I S.CONWIT,ANCHORS CCN,SOH ANCH1sS(SEE Seorw.£OH SHEET 11) 1S ' {vZewuNlixOtxv SLKET t3 s4w 133£}DSxC_ O.C.EO ED �.ME SCREWSUSING 1/a--20 NUTS12'O.C,..2�'Uox. - � $0 � 1�' ly ) } ® 250' Max. f I(� x f ' LOPiibnnz, 1: ml'SeP1AAD4Yt� m r(9SRai ,(, gill �'+ NIN.SEPARATION 70 GLASS 1 f'—(SCE SCHEDULE ON S-4w 1; GLASS-•: MIN.SEPARAMN,TO CiA.SS 1 fltASS I ) r"(SEE.SCHED=ON SHEET IT), GLASS-4 d kff w T H_E&ER INSTAL(ON C V WALL-HEADER INSTAL, AIMN (� JJV WALL HE_ADF,R IN eU A�QH + KEYST17 ETOSIRTC OUTS---I ,I _* � _ MDT.SEPARATION TO GLASS ` m LSAt9{ace L OR Q91 1 : 1 (SEE SCHEDULE ON SHEET I.I) --{ : MIH.sEPARAnON'TO GLASS ET(lSnNCQLASS Lx -j Oe1 iNEEl'te , (SEE SCHEDULE ON SHEET it} jWumrr gq � E%/GSTWOPTIONAL •� / f. vr1 E.G.' 'r ,!� 3 ✓ 1 L..''.OFfcfVIU. "ija•ueK. -= �x, I 3 CA to i� I-ESii EO r - 14 _­4. _._tjro-20.314'S.S. -. LEC EO PHo.UT's Ss HEAD "o-20x3/k'S:S.PHLWs CONCRETE.ANCNGRS S MACHINE SCREWS USING CGNN REM ANCHORS TR115S NEAd M`CHNE SCREWS (SEE SCHMULE C4,stim 13) i' t/a'-2O HtICS d z?'O.C. "(SEE 56iEDULE ON Xj i/r-2G NUTS a 12.O.C. T+OUREO CONCRETE Um. pOVREO CONCR"-'TE SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK WALL RECUiRED NCRETE ANCHORS RECULR D �O BY-WALL SILL IN A Y eTION POURED CONCRETE- SHMT 14)Du <on (F)}jV_ WALL SILL INSTALLATION OR CONCRETE OLOCK _ WALL REQUIRED Q MY WALT.. SIL{L1.I,�raL!as(oM NDTE.FOR �; _INSTALLATION DETAILS W._/ ASS1�J$LY��4 RA�tY.fCAt SitUTTER t' ♦E££LIMIATIONS OF USE FOR � 1;1�/ BLADE 2-kOxtnF1HG SECTfONs CAY 9E C4MOrNED {SEE SPECIFICATlpNS ON 9tiEET 13} 8LA0£{ II OH 9!E£T to V S LA D E IN kNY WAY 10 SUIT AW INSTALLATION, RM BIfELDING CODE Hon Ito Velocity Hurricane Xotie 02011 EASx2tN KETAL.SUPP{,Y.INC. DEF", A KVTM A■�7►■ ■ . Acwrdion Shutter System �+Iu-4 t67 KV.MAX yt w/OR W/o KV W=N a" (' *: TII.UT TESTING.&ENDINEERING COIAPANY AmeTiGon Shtiftar S�tef6mSIEV,N DESt6TPDON DATE 1T AG. .p; ; ` SUSS rle.3UVt Tx,S.X&ter,DAADee.P.O=331eo Ak6BOCtaNpn, Inc. T CGD 1!-063 1!6=t TSATe 11 j1+ Prane 1(301)01-1530.Fa.:(365}5]1-1"1 4268'.Wdetroods OrW 2 :p��'• CpRtp4:;`L t+'` 4^01-u:cwndF. West Polen 8each,�'7. 33447 .3 ORAt4iNG Na Sg .. .... 1+` WALTFR&1=T 41.P.E. 4 11-192 p•E' t�tlR6DATE ILORID.Ul 1 44162 5 SHEET 6 B _OF 20 CONCRETE A"WD's REREQUIRED ^-(SEE SCMEOUtE ON SHEET 13) (SIX 'L7M ONS to 1 EDC_CF -'I 04 SW ,t FOR tiAIE � ON 5-W It !pa ^'9 APPLICABLE G4U51 uAasdlA . f f A,ITERtii ' i i i Ekcwex LASS ' 551LOCATION , /-pt04/4'Ha WASHER MEAD !I r7 11 oR 15 3,e u . ✓ TEN SCREWS o f2.O:e. OF CONCRETE ANCHdRS 8' 7 (SEE'SCNEDULE ON SHEET 13). / APPLICABLE pasmac j I; Eos OF— ;',T /� siA°�B� ArP1 cs1> wa St➢JFWIa1 APPLICABLE /E.0 :0. �• LE RED Pd1RED FLAT'HEAD FAlAWF DF 9EtT / /..! EDGE`1SLAS IF ~ REFE 0.• CONCRETE (SCE SOMILILE CONCRETE )14 "{11 RR WM(DA D y ANCHORS POURED- ' ptDF.£OUIRED a t1$T t9 1 OR CONCRETE LMT WA=CRETE ANCHORS A.KEs41D.Q9 REWIRED D: E.'D.4 (SEE SCHWULE ON SHEET 14) @ TRENCH INSTALLATION vAW ONLY FOR UP'TO +70; -'S PSF A.S.D. FLOOR IN. LLA ION WALK-0-VERKV INSTALLATION DEscFi PREssuRE RATNG'm FDR'S PS PER � NV SIA_T tscHEDUEE ps,sHEEr r, 1'--' CCNCRt�E ANt2t0113 - O �__ :(SEE' 1EOttlE'0N ens1J O j EtOSTING SHEET 15) t/491'M.'='ni��wi I 1 EMSTING--.i EXI511HG�{ ' rEo0&xy45R 1/4'e FCW9tl I, ( 4• D - ISo3pn[a 'J1(]Q waaAX W 1.} 1 iuRWB TMReCLASS GLASS MFTIU AVOKYSo OCw6/' - FOR UP TO e-4'VM AM t/4 Oz Is 6YfRr FK•%%-W50 A'-0'uP ro'tT-a'tWur.-ArsLv D+vj(sr_note-til r.V mfr It 3/E PT @ .jry imVf WASNcR HEAD COW.SDIAW FdAX. ©SCREWS 2 rJc scT=us o o D.c. __ 1OR 1/4'0-20 S.S.M.S. ODNCRETE-AYCHORS _ 4.3/4'SD.S. ;! I/4. o.30-2 ss,t4( / ; ; i,A. . -„4._20 NUTSSEE SI-T,g, EON 9.0.C. 6 o If0.c. W/NUT O9.OA. ( E 1 - - Mo..SHEET 14) EumNO ION Sn4xTd a-- - 17 a+ y 18 2.00'km:°: WAu Taw(DEW99K EDGE OF 1 EA Sw IF p14.3/4'F.M.S.D.S. MIEF �m 11,11,�,�M 7/8"y-�i 7 N'F'JC119t CONCRETE ANcHDRS J SEE NOTE IJ(D) () r{ Pat. CONCRETE (SEE':SCHEDUL.ON: ON SHEET 1 POURED CONCRETE at m 13 D " _0 OR CONCRETE[.LOCH SHEET 14) OR CONCRETE BLOCK I i RMUTRED �RCUtRD. K11AEIOYeWSYT ASAN,CESMCa,0PLAIENSETUFdN:GeI;NnSNA LLATION OPONAL— POURED OCREE., R} HV -WALL FLdTION HV WALL WALK—OVER INSTALLATION REa1naED uA1mwM s1uTTER SPAN e•-D• Q Hu RAINGUARD INSTALLATION t nam pyjr cow COILAiNAT701d eF CFYDONS• • SHALL BE: F-D:.EDGE DISTANCE RE Gv INSTALLATION LE W1IETd PERF0 0 I-SEE SHEET♦FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OAI0 ACEN DPERAB.E art �E�,.[A &U58 FOR ASSV49LV ENTRANCE - 1�/ INSTALLATION DETAILS W! d) HV ..BLADE 2-MOUN,nNO SECr.01i4 CAN BE CANED IN ANY WAX TO SUIT ANY INSTALLATION. FLORIDA 9UILONG CODE Non Nth Velacii;y Nuriicane Zona 11 0 20 11 EASTERN METAL SUPPLY:INC. 11. ��;�`�,�CENSF•{'may=, -7C70 �II...� TM _(- _ --r /7T7107E C o �N�. At..�i■S'.�,■ AccordionShutter System 1tv care.r W/OR:W/o Liu�mrmarr Bt11DE TICCIT TESTING& ENGINEERING COMPANY AnteTlaan Shuftr Systems OCSCW11011 DAFE SIN AG $A DF% ;/C'�A` sasa N,1_Xa.a.S6.X5,X4wrA oma Rack 331va s001ntlonA Inc. -t OLD 11-083 n /t t,Art: 11/29/11, �= O ft-%t(x%1,-t5b.Fa.:(305)871-1531 42 B8 WCS(rDOdS Driw_ s DRAWING No- ? a-=6711 nm Wes! Palm Beach. r 33407 3 11-192 os�ONAL EN lt'1 VAALTIR A.nwT a,.P'S. ' P.E„S�f+L'/9tGP1dTURE/DATE U4 p 4.167 a SHEET -” w SEE END WALL ECTION I SEE NOTES CN LOW,%FWS iN LOCKS�ar a. OUT IN EXISTING cuss INSTALLATIONS W.((1 HV * **uT�,E W I=0 SWEET G=SLACK OETA•L Wr IS MOLD AOR ILL BLADE V C ERMATES SLAOfi[1D (21 !22 09 24 E END WALL CONNECTION Ef •®!°Q•:�i 4rt®.�m. C*mo GLASS ge ---- --- ----- - -----�--- r r.x.l/5•.a'-2 I Q'®64®`Q�°1�'N r 3 tis• �• a +/a. "— teQ&7'm"LLoh°u"' OPPOSING ANaE +�Aro"r i ,/y °�•® SYMMETRYCAL tTOa/BOTTOM)a 1a,s/+•s.N.s.0 12• CE T ES T wN; ARATSON ! t4Jta,tTr As.TO 110.3/1V 1vu LErrar. yVl IIv LTo ro I AT EACH ANCIL(rrP) (SEES HEOULE 3N ON SH 11) i - I (�)�) -1 // @- @S (W7 '571 5 C S,. * t 1 0 1z 06 -- OUT 1G'�°��` Q•YJ01 JAVAV n ai�Ga 6Q•O-T—(0 1&0, POUREG CONCRETE OR . YC�ut9OSTING GLASS CONCRETE 8LCCK VMLL Q•Q4©O9O'O'�I ---- --------- 's� oa6�".M® —. __.__ �REou _ ItiG _ z..�. FMNO SYMMETRICAL d" J 8 •®"' • �t(�•(i�5 I`a(WIN CEN E 5 OPTIONAL IN ® �°"®'�.6.6 ' " MSILE 5 JL— _ —_ _—-..� CLASS b � � (SEE SCHEOGLE y �y/�-LY,1��' IN1ER10R O'�oa on 19 ON SHEET'S 1) / MIN.SEPARATION TO(.ASS (SEE SCHEDULE IN ON® _ _ ON SHEET s1) (INTERIOR) ----^--1-,----- -----�- I �---------- OUT / - CONCRETE0 � ANCHORS® j 3 / WaEs OUT 6 1/2•NAX WCH OUT. (EKTERIOB) H VE NVF** �Q 1 Y FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone f 02011 EASTERN METAL SUPPLY,INC. ttd�,A.iiL��'- v Ltt� - ........ dp t � TM cordion Shutter System Ace A.S.S.A. K1<MADE#1 w/OR war;KV.,`MNDDN ajam S American Shuitor ;7ma Of9CRtP1lQN OHE 67A1YN AO, TILLIT TESTING d1.HN 6INEERING�cOMPANY ".- . . tiSATE OF 1 asla au•Js0.St s..�WMIIA c+RvM RO.°sA M146 Association, Inc. + OLD 11-063' 11/29 t O&M 11/29/11 `' anon ;(M)871-1530.Co.::(3O5)S I-1531 4268 WestrooiSs Drivew DRAWING No .... ��. �� �`` 4-ma® oa9ac4m Wast Palm Beach, FL 33407 4 4 SC +1 tlbCTTR A.T119 P.E 1'192 SI 4 I +LOP+oA 1 a 44147 SHEET P•E.'. 711BE/DATE 4 S 0 J. ^—•POU,.9m Commit CURED CONCpM Cli LbNCRETE f POURED COSICNETE OR OR CONCRETE OR CONCRETE ` aR C0.'TCRETE \ CZ.G17 BLOCK 1SALL ! ELOCN WALL REQUIRED r--- f� BLOCK'WALL RECUIRED I V / REOUiREp SIAM WALL REOUIREp J f // I !�'- 1 �EK,SfIRC GLlSSC If EIOSrN1G CIA55 CONCR vE,B E76S1NG CLASS .{-..__....) ..�12.1qN. E%F+itkC Ot154 7D GAS4 IAK SM:R11CN i r>QEDlA3: SIM ` i ` YN. Tlq+{ ,f EO o EQ .a+" I/LB•x3•MAX lak�9�IS ri27 ; L,F OR ® ' Tsa•DmAE�av(s�1ET- II!IDR BLME(1. (6093-Te)ecut. SLAM mk CA ••— av SHEET R7R , 11 FW SLADEOA'.0 (LOurE AT ON SIW 10 FT3T ALUM,CLOSER S I t EG/CES /2• a,9EET fs FOR E,M SIDE 1 aim�G(5 PLATE.(LOCATE. 1/2• I r �a AT 01 °Fqw YIN \ ) f ,/2•A1uF. I 4-USE 'OR 2•MO. I �- I Qt0E1/2'SOLS ®IW/2"S.Y.S. 1/ _-- - (AS AP 2•xT%6•z0'-1" 1 ----- 0 16"O.C. O ,6'O.C. Y ALWRNLAI UP ANGLE 4 :(W63-T6 Ol).AT MIGHEISHT 4 (2), NS NSSANCHORS To J SEE OETAR%FOL/ WALL AT L" ,C.(LOCATE.AT �OR�' sL DETAIL x FOR OR SIDE COOd•N�s 1 OR arNER SDE F®) ` OR ®' SIDE CONNECTION . & ®u 84.7Ga 6 1 .�•+ OErAIL X.FIG 4 w w s. «e , •�w TO Taxxs a e: 7«e 1 �,�•®« SIDE CON NeT cnaN ©'®'®•�'®-�(�« �•2��a�>d�©�®n �p �p.Q,r�.•.�;�©_.p©/'�,,tea,;, •0' ©•O•V w ©•©•�a©•0•� tib•:®a0-0 ®•0° �''t7+-�V"-V•'✓a ®'�«®'®a©•®w Q3'®�®'®°{r)'�" 0•_0.0.0-0'0'°0e.11112-DDEHE= DETAIL e. 1 END CONNECTION DETAIL 2� END CONNECTION DETAIL END CONNECTION DETAIL UREDCONCRETE 4,REQUIRED ONLY FOR SPANS GREATER TWIN 17-0- - ONCE . E70STIKG GL154 CONCRETE BLOCK WAtt — CLAKSEXtS S !{ REQUIRED To ,(SEE O 1s .C. -YM TON Y- `�'---_"--- �---_---- SOEODUCE TO GLASS. _ _ ,I ,.`'COR@@)OROOR 11 FOR (DAo CO LTE 1/2'IAN. ` 19 A. OR ;I�RIE AAro 4 1 __ ©OR®OR(qOR(5 CONCRETE mQI 9i:Ef I9 AHC110R C. ( ��EO 5 &ACES and _ __- ____ OR(D 16.O.C. f _ �''f 1 �. 4 2' N. E 6 OR 8 OR 1 OR ~ --- ! 2'1aN ♦SEE Lulm, T't�CF OSE FOR / ./ MADE IA SHELF 59 @OR@OR qOR(3OR g VIEW v IOR 1UR (W PLANPOURED CONCRETE OR' I ,1 « r�w�• '© 1Q•�'� ENDDETAIINSTAL LATION CONCRETE BLOCK WALL ` � �•�®°'® ®•®a ORED n HV BLADE_OR HV WINDOW BLADE INTO ®•���•®a0 ®w ®a®•Qn� CONCRET OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE Non H( to Veiocity Hurricane Zane '+IIpNAai„��.� 02011 EASTERN UUAL SUPPLY,INC. Tit BERTHAHVm temLEAccordioShutter Sys Oi A.S.S.A.A tm #1 w/cR w/o KV..WNWW men.-�7 American Shutter Systema LY.N Grsempm DATE CRAWN B7: A.6.. S4' T(ELIT TESTING &ENGINEERING COMPANY Association, Inc. .1 DLO 11-063 Ii129„We 1112?111 ,. a755 n.N.MV'SL Sic.7D5.1'•tN+rA.Gtx�X fl.0.:RU Slta6 ~ •• `4. i Piw.;{305)871-ILU.Foi.1(3051071-1531 4288 westroads Drive 2 -O� •.,F(' 1` a__d LLL-.( .LwM West POIM Beoch• FL 33407 3 DRAWING 92 �S'•.,,OR10P:'S\ i` *&TER n.G3AjT 4,.P.E. P:E t°%DATE FLOWDS ua 0 44167 a SHEET SCHEDULE Al SCHEDULE Ia2 SCHEDULE43 6}AXIMUII SHUTTER SPAN •L+"OR 'L- i MAXIMUM SHUTTER SPAN °L+' ft..FOR INSTALLAitONS'W IR -L-., SHUTTER SPAN S WS2wA.2N IF,,,rtP7u0 I DR `L^" Ft, FOR GESS ® & or or R L-" (R) INSTALLATIONS INS WI CONCRETE do L+:NAIGMUN ALLOWABLE SPAN FOR A GIVEN W1.ONE H.V,.LOCK or, or or WOOD () HD LOCK r�r k ONE HV LOCKS IurlsaRY L-::MvE Aso &SLE AN FO RF GI EN' �'Yd/NO LOOKING RODS or ONE HV.LOCK- or 6 or L NAY AI DYIFB E SPAY FOR A GIVEN'NEGATIVE CENTERMATES @&@.-W) ONE HV"T" W/ NO LOCKING RODS(5 / NO LOCKING WALL A, B, C, O, E, M, N, 0, P, 0, ASD DESIGN PRESSURE RAnNcLOCK® YJfiWO LOCKING RODS( TOPk (SEE NATES T,tt) ROZ)FIF MOUNTING F, K d: L R. S.3 V: 80TTW SEE NOTES �'m FOR MOUNtING (2)PROCEDURE TO DETERMINE MAGMUM SPAN FOR SNEER 7) FLOOR/C£JUNG G,H,'I, II, J T. U. W & X WALL MOUNTINGS(TDP/BOTTOM)OR FLOOR/COLING: MAXWM CONCRETE&WOOD INSTALLATIONSfi7E DoNCR &WOOD CONCFt'lE MOUNTING &M . Asattn¢1Il ASA MMIAL A".01„gpN INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN Pfl1SSllRE RATING, PFMS rtK WALL MOUNTING n=R/CEILING flrEliun WALL MOUNTING. oAtsum D•=TERMINE NA%OJUIU SPAN,I.i`FROM SCHEDULE. . tow MOUNTING RAM &.. Raw FIS09 OFNOR NOUNim<G GIVEN A NEGATIVE A.S.O.DESIGN PRESSURE RA'I1N0, (+GI-7 17oCN/IYI1uy0 uOWNTIK6 ( y+-) FtacYi .OIPTINC DETERMINE MAXIMUJ SPAN "L-'FROM SCHEDULE. L 4 . L.-W L 4(6 t J L s ) t-6) Lk L-(N d M0.XWttM SHUTTER SPAN 1+'OR'L-'FOR 30 OR 16'-0' la'-0• Ib-0 16-0 30 I6'-Q' i6'-0• 30 16'-0' 18'-0•, INSTALLATIONS INTO WOOD SHALL SE;ULUTEO T5 FINAL-MFJOMUM ALUO)VABI.E;SPPN IS EQUAL TO leTHE. 35 w-IO- 14'-1 0" 15-2• '-7T' 35 14-10' 14'-YC* 35 75'-2• le'-10•` 105 ASF.A.S.D.DESIGN PRESSURE RATING. .mmmuM DEIERLIINED SPAN BL-NIc£.N•Lt"AND 'L-. ' 40 13'-10' lr-I ' 14'-2' .I5-2• 40 15-10' 13'-10' -40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MA OMUM SPAN FOR 45 I3•-1' 13'-1• '13'-4' 14'-r 45 13'-1' 13'-1, 45 131-41 14-3" t HV CORNER CENTERMATE„13.MAy BE USED AT ALL COMBINATIONS IN BETWEEN WALL NO J ITINGS 50 12'-5' IV-5' 12'-a• 73'-7• 50 12'-5• 12'-5' 50 12'-]' 13'-Y ' MOUNTING INSTAL(A71CNS.LOCKING SPECIFICATIONS W/FLOOR/CEILING-MOUNTINGS: .55 12'-1• 12'-1}' S5 50 71'-1' 1)`-1f' SMALL RE AS INDICATED ON MANDATORY'CONDITION#2 FOR A OVEN POSITIVE A.S.D.DESIGN PRESSURE go 17•-4' 1V-4 T-7' 12-4” 60 11'-4' 11'-+• 60 10'-2' t0'-It' NOTE B5,-SHEET 5. ELATING: 65 1 - - 11-1• il'-n' 65 1 - - 65. 9'-5' 70_7• DETERMINE: U+-MAX.SPAN FOR.WALL MOUNTING NSTALIATIONS. .70 f0"-S' 101-6` 10'=9' ii'-5• 70 70:--6- 10'-6• 70. - 8-g' 9-4' "� L2++MAX.SPAN FOR FLOOR/CEtLIA'0 MOUNTING 75 70'-1' 70'-1' 10•-4' Iv_v 75 f0•-1" 10'-11 75 S-9` tt-XC£PT THAT MWAAA SHUTTER SPAN't.+'OR 145TALLATIONS• 8o 9'-10' 9'-10• 10'-0' f0'-9" 8o W-10' V-10' 'L-'AND?A4XMUM ASA.OE�J'NC PREMREE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-8' 9•-a' B'-8° JO'-5• 85 `9'-6° 9'-6' INSTALLATIONS INTO CONCRETE,OR CONCRETE MOCK RATING: 90 _ _:.._..._, 9'-3' 0'-3' V' 5° I0-t' 40 9'-3' 9'-3' SHALL N LINKED ASO KEY St DETERMINE: 95 9'-0' 8'-9' 9'-2• W-10". 05 9'-0' W-D' 1- CONNECTIONS TO KEYSTONE MOUNTING Ll- MAX.SPAN FOR WALL..MOUNTING INSTALLATIONS. .. LIMITED TO +64,-72 p.e.f.AND 8'-0'SPAN,SEE L2--MAI(.SPAN FOR FLOOR/CIDURO-MOUNTING 100 8'-9' 8'-4• B'-0' g'- too - 8'-9' _8'-4' ..MOUNTINGM&ON SHEET 7, INSTALLATIONS. 105 B'-7' r-I1• B-9' 9'-4' 105 8•x-7• 7-11' I10 S'-4' T-T B'-T '9'-2' -110 8'-+' T-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6=2• 7=3' B'-4- at-I.11. .- 115 6'-2 7-3 SEPARATION. TO GLASS SCFIEQUL E �wMurA>-IWEEEL II+-, 'L2+',g,-AuD 12 8'-2-' 8'-9' 120 a•-0- 6•-11• . 125 7'_70' 6'-8' 11.1. 8-5 125 7'-10' fi-6: (4)GO'TO AN£HOR SCHEDULE WITH FINAL,MAXIMUlA _ AI OWADLESPAN AND NEGATIVE A.S.Q.DESIGN-• PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR Tao 7'-a• W-5 .. 7EIDE a-r 130 T-B a.-S. WIND ZONE MINIMUM SPACING. 1 ss V-5. a•-I I 7 a• 7-s' 1 SS V-S' e.-2' SEPARATION 14a r-5• s'-ll• r-7• 77_s• 140 r-5- s-1,• ASTM E-1996 145 7•-3' S'-9' 7'-5' 7-3' 145 7'-3° 5'-9' TO GLASS ISO 7'-2' S' --i--4— 7'-0' 150 V-2• 5'-7• 155 7'-0' S'-s 7'-2• 6'-9' 155 r-Q' s-s' l THRU 3 1" 166 s'-11• 5'-2• -T-—r 6'-7' 160 V-t 1' 5'-2• 165 0'-10' S'-1• T+o' 6-4' 165 V-10' 170 a'-9' 4'-11• W-11• 6'-2' 170 u'-9• 4-17" ISO - a•a• 4•-D- 6'-9• . tr-o• 175 V-7" V_w H V E LAD E 180 a•-6' 4•-a• e'-a• s'-io' ABO .a'-e" 4'-8' 185 8'-5" 4'=6' 8-T 9-&= 185 6'-S' l'-8' - IBD: 6r4` t'-5' 6'-G 5'-8 190 195 8•-3• 4•-3'" a'-5" 'S'-S" 195 __.._8•-3_..._. 4,.-3 200 6-2' 4•-2• 8-4° 5•-3• 200 7=2' 4-2' 2o5 6'-r 4-r e'-s' S-1 205 a-1' 4-1' . FLORIDA BOILDIN6 CODE on High Velorty HUrricone Ione IILJII0'. A.Tit '- 0 2011 EASTERN METAL SLPPLY.INC. TM BERT14A NV_ Ac - ` cordion Shutter System LTMEC O iac. p r e ■ ■ Kv.E�AISE#1 w/ Wo m.v�NDor,aanE e American Shutter Systems TILUT TESTING&ENGINEERING COMPANY N [)=-7aJ w7c. IXawN -O QF `tri ayy, ,.J6a.�„su.Jx,Y � •tinftA y,94 Msoclatlofl4 Inc. 1 OLD 11-063 11/20h 04th: 11/29/11 +` ( )67 T268 Vv'estronds Drive 2 Pnc e:(303)e�l-1500.Fe.: 3os ,_153, No Ama:) y(p c- Hte 0o 6.com west Polm 8eoch, FL 33407 3 ACL D 11NG 192 --_-ss�aNAtENS;X1'1 WAL X J's. P.E. 51Fi'{ER7t4T(IURE/DATE E 6 SHEET F mum ° Uk SPECIFICATIONS ON ANCHOR R UIRENIEN T S:POURED CONCRETE' R CONCRETE BLOCK SUBSTRATES (SEE mommm E.0,&H ON Smarr B&7) 1.ANCHORS TO SUBSTRATE SNAIL BE AS FOLLOWS: OOIfCRl76 (A} TO D75'IhNt POURED CONCRETE:(Mill.fe-3 Moi MAMA (DWALL SILL MOUNTING . ©CEILING MOUNTING ©FLOOR MOUNTING -1/4'9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOCI ANCHORS.AS MANUFAM- 110 W 6 t T.W.1110 . Mln,Fan 3"1 S1 ATfAAE ROOK ANCHM SPA=LEamp -1/4'e x 3/4'ALL PONT IS SONO-SET ANCHORS,AS tiSTR!8U1E0 BY ALL Pd'MS SCR_�Y,BOLT 4 SPECIALTY CLWPANY.(WA,fc'c 3.3 110 OEJDt WIAME P9 IMM .OMoN NokMta RAIM TAACCN OR -1/4'e BLUE TAP CONCREIE'ANWORS W/CAP AS MANU44MRED BY FLC•77CA FASTENERS DIRECT,1Nt.(UN,?'c.2 Mat) 301401110175 9O'120 180 205 U t0 80 75 ap tI0 lEO 205 34 W: W '75 90}120 I80 195 - I/4'9 TAPPER+AYGHORS AS MANUFACTURED BY POWERS'FASTENERS,INC..'AIM DISTRIBUTED BY ALL Prmm SCREW,BOLT&sncvLTY f2 10 9 B 14 t t0'9 9 6 fa- t3{10 2 B. a '6 TAPCON WITH ADYANCm COMPANY OR ANY OTHER A PRO+ID LICENSED OR AU'TNOlU7.ED VENDOR REGIST6+ED WITH THE.A4ERMIN'SNVTIER'SYBtEIIs ASSOCLl710N,AOC. 3'-0' .114-12 10 B 8 a 8' e' 14 T2 70 9 8 0 e 5 14 t2 IO 8 8 .6 6 THREAOFORM TET:HNOLDCY (Min.CC 3 Mei) 74 12 10 a 5 0 8 14 17 10 a '6 8 .5 B 14 12 't0 9 B II B 9 'fMgFRS SOLIQ-SET' t4 t2 7o. 9 8 e- . 14 12 1 9 a 6 a 14 `12 ICI 0 a -8 f-6 -6 BLUE TAP W/CMNOTES; to t2 10 9 8 7 &a 35 14 1 12 0. 9 B _r 76 to 12 10 9 43 B 5 TAPPER+ AI)MINNUU EUSE7HENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAOFORM TE(7fNOLOGT ANCHORS AND TAPPERr 14 12 10. If a B .6 74 12 t - 9 8 B 6 e 14 12 t0 2 8 8 B A5 ANCHORS IS 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 f0 B a 8 0 v 1• 13. 10 9 e a 6 43 14 12 10 8 6 0 4 15 H f2 10 9 0 a q 4d 14 I2 10 0 e e 6 5 -14 17 10 9 a 0 AS .A.2)NI.VAaUU E118fDLff3iT QE 1/4'4 M 3/4'ALL POINTS SCUD-SET ANCHORS 91A11 BE 7/a'7.0 THE,POURED CONCRM HO EuBEa.1ENT 14 10 - S 75 1511-4 t2 10 9 8 a 4 le 72 t0 9 8 7 5• a 0 Sm L9RIAt6M OF t1K6 FCt INTO STUCCO SHALL BE PeRMOIDID. 114'i-2a B.S.MACHINE SCREW USED SMALL BE I 1/2'LCNO M9NIIAUU SHOULO STUCCO EMST.AND 1{ 12 f0 •8 8 8 .0 12 1 B 6 6 11 5.5 14 12 10 8 6 a 1 6 a.S BtAtc®ON 4W 19 ' 14 MINNUM FGR WALLS WITH NO STUCCO. 14 t2. 10 9 8 7 1 T2 10 9 6 8A 5 ].: t4 12 10 0 85 5 33 3 A.3).IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR MY YENEM BE FO'UND•ON tHE,MTBNO WALL OR FLOOR, T4 12 'to 9 e TZ-4.5 12 tO a e 4 a .3 4 12 10 9 a 6 .. .75 M'CHOAS-SHALL BE LONG ENOUGH TO REACH THE-MAIN STRUCTURE BMND SND WILL FINSHES•.ANCMORACE SHALL BE AS INDICATED ON to t2 Sl9 75 5S a3 - 12 10 9 6 7.9 3.a A 14 12 70 9 5 :O 144115 NOTA$A.1)&A2)ABOVE,FOR INSTALLATIONS ON VINYL S'OIN%2 OR D.5 WITH OR WITHOUT METAL STUDS'CONSULT THIS ENGMEER.FOR 8"-0" a ti t 9 e e 8 @ f0 9 6 14 12 10 2 .S 03 as LNSIALL'AOQy WTO DPS 1113H UEEAL STLW,SEE SHEET 20. 14 12 10 •9 73 03 3 IT 10 b3 7 d5 a 3 H 12 a 63 0.5 4 34 12 It, -12 t0 9 a e3 0 75 1. 72 t0 as 8 5 v - (B) TO COSTWO CONCRETE BLDCIC(ASTM.C-90) 14 t2 a IL 5.5 - 17 10 9 B e S C 5 t4 12 t0 B ) 5 AA- 3 1/4'9 TAPCGN OR TAPCON WITH ADVANCED THREAUMAIJ TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.I.W.IRUCI 7'-0' 1. 12 10. 9 a 6 - 12 le 9 9 7 8 4 N 17 10 B .73 S3 4 3 - f/4C•3/4'ALL.POINTS'SOLID-SET ANCigR5,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. t4 t 10 8 03 4 !2 2 73 0 4.5 15 - 14 109 7 e3 43 33 - - 1/4'9 BLUE TAP CONCRETE ANCHORS W/CA0'AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,.IKC. 14 12 10 83 7 a - t2 f0 9 73 53 4 - 14 t 9 7 73 43 - +1/4's TAPPER+ANCHORS.AS MANUFACTURED.By I+O'WEHS FASTFJNERS.INC..AND aKTit78t1fE0 BY ALL f+01N15 SCREW,BOLT'&SPECIALTY ♦ i1 53 43 - - - N t2 I a 13 4 - 14 72. 9 7 B COMPANY OR ANY OTHER APPROZD LICENSED OR AUTHORIZED VENDOR REGISTERED W"THE'AMER MAV SHUnIM SYSTEMS'ASSOCIGAMN,INC. B•,,,D. H 12 10 9 a 0.5 - - 14 12 10 'B 8 0 4' - 14 2 l0 8 6 S I - NOTES: . 14 12 7 56 3 - -14 t2 e. 63 53 ] - 12.5 OS 6 5 - B.7)UWWUM E4BECUENT IN CONCRETE BLOCK OF TAPCCN,BLUE TAP tY/CAP ANCHORS AND TAFPERr ANCHORS IS 1 1J4'AND TAPCON !. 12 9.5 7A 8 - - - 14 It 3 8 63 S - IA 12 a' a " 4 - FTtitl ADVANCED TMREADpORN'IECHN0t.06T AYCHOR$IS 7'. 13 63 8.S 5'3.5 - ^ 14 12 t0 ,a 83 5 - N 12 .Al O3 5' 4 9._0. 14 t 10 9 tl - - 74 17 10 -9 7.5 4.5 - - 14 72 dS 7 3 4 - - 8.2)"M08VUM EMBEDMENT OF 1/4b K 3/4'ALL PCLV'TS.SOUD-SET ANCHORS SWILL BE ENTIRELY EMBEDDED INTO TIME CON CRM BLOCK,NO t4 113 15 6 4 - - - t4- tf 7 d9 5 3 - - 1t a 6,6 43 19 - - - EMBEDMENT INTO STUCCO SHALL DE FERN1111 1/4'b-20 S.S.MAC"e SCREW USEO'SHALL BE 1/2'LONG MINBAUN SHOULD STUCLT! 14 t2 6 M$4 - - - t4 t2.83 7 5.5 4 - - 14 109 7 53 6 43 - - EAST,AND I'MINIUUM FOR IYAUS.WTTH NO STUCCO, 11 65 5.e -a - - - - 14 12 9' 7 e 4.3 - - 1. It "7 35 4.5 15 - 10•_O. 14 12 10 9. 73 - - - 14 12 10 9 83 5 - - '14 12 a a 5 4 - 8.3)•IN-CASE•TW.T PRECAST SCONE.PRECA+`T CONCRETE PANELS,PAI,ERS IN1 ADD'VENEER BE.FOUND ON THE EXISTING 4YALL OR FLOOR, !4 10S T 5 33 - - I3-9,5.&5 5 4 I J - - 10 13 5 4 3 - AV`CHORS SHALL BE LONG ENOUGH TO REACH,THE MAIN STRUCTURE SEEHIN0 SAID WALL FMISHES.ANCHORAGE SHALL BE AS I'DIICATED'-ON T. I! 5 5S - - - - Ja 113 9 fi 5 4 - - 29 0 a 5 . A - - NOIES 0.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIIYNG OR EJSS WITH OR WDHOUT METAL STUDS'CONSULT THIS DMINEF7t, 103 8 5 - 14 72 b' 9.5 5.5 4 - IJ t0 &S 5 4 3 - FOR WSTALLATI.^N INTO-DFS AITH METAL STUBS'SEE SHEAT 20. . W-0' 14 12 70. - - - - - 74 t2 8 7 6 4.5 14 10.5.7 63 43 33 - - - - ti.5 43 9 - tI 9 0 •,S • 9 7 4.5 .L5 '3 IC) A.KCHOR'S SHALL-SE LYSTALLED FOLLOWING ALL OF THE RECCYMENDArIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. to _ - 14 to T a.5 .,5 - - - 13 d5 5.5 4'3 3.75 - - - 0.5 7. 4.5 - - - 4 ltd 7.5 8 5 12 9 5' 43 4 (0) SEE.SCHEDULE BELOW FOR ME DISTANCE(E0.)VERSUS SPACING RELARONSHIP FOR.ARMORS. 1. 12 to 14 12 a' 9.5 53 - - - 1] 10 QS e 4 - - - EDGE 01 jANCE VERSUS c c.HEDULE FOR ANCHORS: 12'-0't13 a3 - - - _ _ PACING C tl a 63 4 15 - - 0 a 4 J - - - - MAXIMUM ANCHOR SWINGS ME VAUD FOR MOE DISTANCES INDICATED,BELOW,FOR E 0.LESS THAN THE INNCATWI,REDUCE ANCHOR SPAMNO 1 .5 9.9 0 - - - 11 93 a3 6 4 - - - 10.8 a 5 - - - RY MULTIPLYING SPACONO SRO"ON SCM RULE BY TME FOLLOIANO FACTORS. 9 - - - - - 14 103 7 53 4.5 - if 8.S 3.5 4.5 3.5 - REDUCE SP NC BT USING FKTOR 611 L N P.E LESS 7MA4 IP.ILII fA'SP FOR£A[N AS OR TYPE 13'-0'Uta _ - _ _ - - IA 11.5 7d 0 5 - = - 12 9 5 43 A 10 7d 3 ti 3 - 7 !FS 4- 3 kzTv& z5&5 - - - - 12 9. a 4d 4 - - _ 9. 17.�5 5 - - - EDGE. TAPCON TAP00N 11"10MOED ALL:POINT SOLID SEF 'TAPPER t - - 13 9.3 6.5 5 - - - 0.s .5 a - - - t'.tV BLADE OR DICTANCE THRFADFORM TECHNOLOGY 81UE TM w/CAP MDL SPACING 14•-0. 7a 12 - - - - - d4 f03 7 53 - - - it 5 4,5 - - - - E.D. MIN.SPAaIHI-3' WIN.SPACING,.3' WIN.SPACING�:3'1/2' MIN,SPACING u 3' 3 3/4' 4' 7 M6 - - - - J3 3 _ _ _ _ POUREDCONCREIf&-F9IRE;�E' �®.t0, rOURED' CRETE POURED ONCRETE&f�CNWE W36-tEE1D018 3 4 - - o 45' _ _ - COr.'CPET6 4LDCN �y,Ty,,S.1/7'10L F.0.+2 1AY CONCRETE BLOCK CONCRETE'BLOCK UN E0.•31� - - - - - ,'2 ,D e - - - - - o. e f s - - - - - BLADE WORKIAtG d• IA o9a t.o 0.78 to 0.84 1A 18'-0',.B _ _ _ _ s.5 3 3 - - - - - 2 1/2' - _ 0.81 110 - 0,07 _ 1.0 a 4 IN UNISON ♦ 2' 0.71 "- - - 031 11.5 az 6 - - - - .9 5.5 .. - - - 1 3J4" 16,-0'14 - _ _ - + I.5 10 7.5 5 - q 9.5 - - - - 9.5 7 5 1- - - - 8 fi 1 4 = FLORIDA Bt!JI.DiNG COBE on high BlOcit .urlicane Zone A Tit m 2011 EASTERN METAL.SUPPLY,INC. -' A9 �R`\\CENSE ✓� BER�AHV'"I 17_10 C O �N1. A■S■S.A. Accordion Shutter System (0 -Z ? H.V.BLADE#t W/OR W/0 H.V.VAR=BADE i 't;V; ..� i�.; AmefiOan Shutter Systema N orsc 9Np DA YA,a& A.G. f$T OF TILLIT TESTING&ENGINEERIND COMPANY gSgCCtCtt011A no. 1 OLD 11 06] IT/29/I,SATE 11/29/11 6335 RB,36th.St.R.J05.V.4NA CAB.Yk3,11012i`A]71TA X`-'•-SI; PM9ne:(305ja>;^1530.Fns;(]05)871-7531 4288 14O9troad9 Drive 2 ,c ..LORID,,.:''� tM <-mnt; Ifae0o91.wm West PaIrn Beach, FL 33407 3 DRAWING No ........c � 1 WALTER A DWI p,P.E. 4 11-192 sf910�t6Z/DATE h0Po0h L� P u167 a SHEET OF 29 .I Florida Building Code Online Page 1 of 2 7 w o � O I . • � � • 1 Ma tepatUT1Ql1t BCIS Home # Log In User Registration + Hot Topics E Submit Surcharge 1 Stats&Facts ( Publications = FBC Staff 1 BCIS Site Map Links } Search Busines ^] product Approval Professi („♦'I USER:Public User Regulation Product Approval Menu>Product or Aoollcatlon Search>Application List>Application Detail r'i• FL# �Fp Application Type Code Version Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Helssenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExperf@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Part St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@ Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.T•illit Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 07/18/2016 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of independence FL17079 RO C01 EXPERT SHUTTER SERVICES Cert.oflnd 14-0612 01 drwa14- OSO.pdf Referenced Standard and Year(of Standard) Standard Vear TAS 201,202&203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 6/15/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/18/2014 Date Validated 06/26/2014 Date Pending FBC Approval 06/29/2014 Date Approved 08/25/2014 Date Revised 06/08/2015 SumMaajolf Products # Model Number or Name Description 17079.1 Nautilus Impact Protective Rolling System Nautilus Impact Protective Rolling System of Use Installation Instructions Approved for use FL17079 R(3II EXPERT SHUTTER SERVICES DRWG14-050 NAUTILUS Approved for outsld6 HVH Yes IM T tlf Impact R tent:Yes VeriFled By:American Test Lab of South Florida Inc. Design Pr sure:+160- Created by Independent Third Party:Yes Other:Mlssi a "wind zones 1,2,3 and 4(basic protection only).Evaluation Reports Pressure rating:+160/-160 p.s.f.at 8'-0"span(wall mounted)with 1/2" FL17079 RO AE EXPERT SHUTTER SERVICES Prod.Eyal Reo.14- slip.+30/-30 p.s.f.at 20'-0"span(wall mounted)with 1/2"slip.See 0612.01 drwo14-050.odf sheets 15,16,and 20 of installation drawing for additional pressures and Created by Independent Third Party:Yes spans. Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850.467-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided may be used for offidal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Em Securit'min'ttICS http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 6/15/2015 OEWPAL NOTES: 9,ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN,ON SHEET 9. 1, NAUT6U5 IMPACT PROTECTIVE ROLLING SYSTW SHOWN ON THIS PRODUCT EVALUATION DOCUMENT gE.D.) WAS.BEEN -3/8'0x1 1 4'CAIJC-Hr5 gUWUFACTURED BY POWER FASTENERS.INR VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010EDRION OF THE FLORIDA BUILDING CODE 1/4 cht3/4�SOUD-SET MANUFACTURED BY ALL POINT,INC. 2.THIS PRODUCT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONEs,DESIGN WIND LOADS SHALL BE DETERMINED AS -a/6"o km 60LT TE MANUFACTURED BY HILn,INC. PER SECTION 162E OF THE AEOW MENTIONED CODE,l�USMC ASCE 7-f0 AND SHALL HOT EKCEm THE VAXIMUM(AS.D.) 5/16 0 TAPOON MAIUPACTURED BY 1M'Sam,INC DESIGN PRESSURE RATINGS INDICATED ON SHEETS Ruh t1A,12A.13A,AND'IS THRU 26 IN ORDER TO VERIFY THE ABOVE CQNDIBON,ULTIMATE DESIGN Y11NR LOADS DETERMINED PER ASCE.7-f0 SHALL MINIMUM.EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SNAL4 BE AS INDICATED BELOW OR AF ABOVE MENTIONED' SHEET.EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL BE FEST R TO AS.D.DESIDN WIND LOADS By JMVLT_.LYQNG THEiR By 0,6 M ORDER TO COMPARE WESE EMBEDMENT 0 100% W/MA)L(AS Q)4ESNR{PRESSURE RATING$INDICATED ON SHEETS.ROA,I1A,12A,13A AND 1 S THRU 28. OROUf FILLED OR IN 01iDER TO VERIFY TRgT.cDMPDNEMs AHb ANCHORS ON THIS P.ED.AS 1ESIEO.WERE NOT OYFA.STgESSt71,A ANCHOR SPACING O 10016 EDGE DISTANCE 0 1 OOM CONCRETE CONCRETE BLOCK 33E.INCREASE IN ALLOWABLE STRESS FOR YAND.L04D8 W jaQl USED IN THEIR ANALYSIS.fASIENERS SPApNO 3/8,0xt i/4'CAUc-iN 3 3/4' 4 1r2' 1 1/A (3Dq.0 peQ NOT AJAWfD) 10 Y(ODO HAVE BEEN DETERMNED IN gCgO RE WTt1 s:zoos: 1/4,04/v 501JgKSET 3' 3 7/B E30AO AP9 NQT ALLOWED THIS PRODUCTS ADEQUACY EOR IMPACT IIID ND RES�TANCE H BEEN.VERIFIED pN ACCORDANCE WRH SEC[ION 3/810.KW1K BOLT TY 9,' 9 1/T`f7pQp P� TO ALLOWED 1828 DF THE ABODE MENTIONED CODE AS.PER AMEWQAN TEST LAB OF SOUTH 1TDRIRA:REPORT$ 1030.01-q1N 5/16'0 TAPCON XL 3 3/4' 3 1/8' 2 Ile(2899 P01) NOT ALLOWED AS PER TAS-201 TA5-202 AND TAS-203 PROTOCOLS, 3.ALL ALUMINUM EXTRUSIONS SWVl BE¢OQ3-TB ALLOY f0,ANCHORS RF•OUIRED FDR MULLION CONNECTIONS SFWl BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SEI& f0. 164, 11, (UNLESS OTHERWISE NoTED),SEE SHEkT 2. 11A,12, 12M 13&13A 4,ALL SCREWS CEPT END RETENiION SCOW C TO BE 5TANLTSS S7FII.3D4 OR 18 SERIES WITH 50 kaT.YIELD KWIK BOLT A oPANSi.N ANCHOR MANUFACTIDIED En HILTT;INC. STREET AND 90 W 7t SITE STUFMi H OTN ROSION RESISTANT COATED CARBO STEEL A$PERI DIN 5001Q• HUS-H.SCREW ANCHOR MANUFACiURm BY NILTI,INC All,Sal AtiE tEK SCREWS N.ANUFACNRED BY ITW BUODEK&SWLLL COMPLY Wf FFFLLLORIDA,BUILDPNC CODE -WEDGE:HOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. SECTION 247'1,3.3,4. f<BOLTS TO BE ASTM A-307,OAL 400 OF ASI 304 OR 316 SERIES STAINLESS STEELW(tH 38.lois MINIMUM MINIMUM EDGE DOANCE AND SPACING,FOR ABOVE MBNDQNED ANCHORS.SHALL BE AS INOICATED EIR00 Olt AT ABOVE MENTIONED YEW STRENGTH SHEET,EDGE DI57ANgE AND EMBETIMENTS ARE BEYOND ANY FINISH MATERIAL EM9EDMENI'0 GODli 6.7ITnJ PRODUCT BEARS U.S;,PATENS{809;;_226 MD X7,409.980. - ANCL{OR.. SPACiN.G®"10Dr3. EDGE Dl$fANL O 1008 CONCRETE CON AETE @LOC 7, ANON*TO WJ,i1 PoR(O.SIDE RAL.SHNl.BE AS FOLLOWS 3/4 0 KWOt:BOLT TZ 27x 9' 4 3/4'(3000.Pel) NOT gowED 1/2 P BOLT T2 22 iJ2 7 1/Z" 3 1J4..(3000 PSn. NOT ALLOWED . W TO EXLSRNG POQRED CONCRETE-MIN,3000 P aL CO11T°RESSIVE STRENw 3JB 0 BOLT W 6'. 4 3/e` 2'($DDO PSI) NOT 3/4y0 HUSH SCRW 4' 6' 2 ISM m NOT alAV -5/7811 TAPW9 XL ANCHORS AS MANUFACTURED 13Y iTW BUILDER.INC, 3�B 0 WEDGE+BOLT 4 1/2'' 4 1/2° 2 1/2" 3100 OSI) Ntl1 ALLDWEp -3/B'P kV11K BOLT 3 AN.CHORS,AS.MANUFACIf1RED BY HRD INC, 0 SQiF •QR;gki1EE BOLT 6' 8' 3' 3R00 PSS. NOT AI.LOI'IEq A.1)MINIMUM EMBEDMENT INTO POURED OONMETE SHALL BE. 5/8 0 KJS-H SM OR HEDGE 8(A3 7 1 J2' 7 1/2' 2 1/2 3gob'PSI) NOT ALLOWED 2 1/4`FOR 51IWO TAPCON.XL ACYdNORS do 2 1 2"�pR 3/8°0.lCB7)(BOLT 3 ANCFIOFS: NO BEDM•, INTO STUCCO SHALL E CDNSIQ AS P, OF THE REQUIRED EMBEDMENT 11:THE INSIAUAAWN CANTRAOTQR iS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH.REMAIN IN CONTINUOUS.CONTACT WITH THE A2)MINIMUM EDGE DISTANCE(ED.)INTO POURED CONCRETE SHALL BE - BURDINC TO PREVTTiT yANDJRAIN INTRUSION,CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LFTNGT}R• 4_',TDR 6[16.'0 TAPGON XL ANCHORS&5'POR 3AB d KWIK BOLT 3 ANCHORS,EDGE DISTANCE IS BEYOND 12.R SHALL BE THE RESPQNSIBILRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCNRE:WHFRE.PRODUOT IS TO BE ANT FINISH Mq'(ERIAL ATTACHED To IPISUgE PfiOpER ANCHOgAOE THIS PRODUCP SHALL ONLY BE ATTACFIED TD.CONCgEfE,CONCRETE BLOCK OR Y(00D FRAME AL3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON BUILDINGS, THEflPISTINO WALL OR.FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAiN ESTRUCTUFE BEHIND 13,THIS.PRODUCT'$IF7SIA LLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DBAWINO PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDEEL WE JURISDICTION WHERE PERMIT`IS APPLIED TO, (B)TO EXISTING GROUT FILLED CELL CONCRETE.BLOCK WAw ASTM.C-BO 14,LFTINO_MECHANISM NOT PART OF THIS APPROVAL. -5j1B'0 TA'COtN XL ANCHORS,AS MANUFACNRID.BY RW BUIIDE)q RIC, 154(o)THIS RED..PREPARED BY 11315 ENGINEER,IS GENERIC AND ODES NOT'PROVIDE TNFORIAA..O0 FOR A SITE SPECIFIC PR0.IECTT(.e• 941)MINIMUM EMBEDMENT Of 5/16'8.TAPCON XL ANCHORS'INTO THE GROUT FILLED CELL CONCRETE.BLOCK UNIT WHERE THE SITE CONDITIONS DLIMTE FROM THE PE.D. Ska BE R 1/a: NQ ETIBEDM Wei STUCCO SHALL HE CONSIDERED.AS PART OF THE REQUIRED FQABEDMENT. (b)Cbk1TLAGTQR TO BE:RESPONSIBLE FOR THE SELECTIGN,K ROH_=AND INSTALLATION INcUipmG,LIFE SAFETY OF THIS PRODUCT, . BRED OOT THIS PDD FRONDED HE/SHE DOES NOT DEVIATE FROM THE CONDLTTO 5 PETALED ON THIS DQOIIMEM.,CONSTRUCTION B.2)M�IMUM EDGE OISTANCE(ED,)OF 5/18=0.TAPCON TIL AN*cHORS INTO GROUT'FILLED CELL.CONCRETE BLOCN SAFELY AT SIZE IS THE CONIRILCTOR'S RFSPOy51BHh1'. SAWL BE 4',EDGE DISTANCE.IS 96000 ANY FINISH MpTERW. B,$IN.-WE THAT PRECAST STONE,PRECAST CON ETE CA BRICK PANELS VENEER OR PAVERS BE FOUND OH (0)THIS P,ED WILL BE CONSIDERED INVALID 1F 15LTERED.BY ANY MEANS- THE EXISTING WALL OR FLOOR,ANCHORS S♦ BE LONG ENOUGH TO REACH THE MAiN STRUCTURE BEHIND (d)SITE SPECIFIC PFILMS. S SIfIU BE PREPARED.BY A.FLORIDA REGIST00 ENGINEER OR ARCHITECT WHICH WILL BECOME THE SUCH PANEA EIVGINffR OF RECORD{EO:R.)FOR TF1E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P,ED,ENGINEER (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-TOR-SOUTH(G-0,38),DDUGLAS-FIR-$OUW(G-0.48)OR OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC SOUTHERN PINE/2 W/G=0.55 MIN: DRAWINGS FOR REVIEW 5/18'!TAPCON.XL ANCHORS,AS MANUFACTURED BY HW BUIIDEX,INC. (e)THIS P.E.D.SHALL BEM THE TN41E AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONA4 ENGINEER OF RECORD THAT PREPARED T: C 1)MINIMUM.EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WORD FRAME UNIT SHALL BE 2 1/2'PHYSICAL THREADED PENETR\TION. 16.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT.PRODUCT IN ACCORDANCE WART SECTION NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 1715.8.3 EOLF FLORIDA BUILDING CGOE, R2)MINIMUM EDGE DISTANCE ED.)OF TAPCON XL ANCHORS,INTO WOOD SHALL BE 2': EDGE DISTANCE IS ONE. ill SFWJ.BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 171$.6.2 OF THE FLORIDA BUILDING CODE \\1111 iIH BEYOND ANY FINISH MATE ,\\�,•xf-B a,r/j'MFLORIDA,BUILDING CODE Wgh Yel0clt Hurricane Zone) C.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON • ORAY/N 9T`: THE PANED WALL OR BOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND `,�CEPf d 02014 TILIECG MC. �Tq�f r SUCH PANELS.. � •�L�Q LrRutffuS NTL B.ANCHORS SHALL BE WALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S •. No.44167 -�K:,2vu-z— r tAg"apmecaveRomag pSt= 05/a;,i/14 MANUFACTURER 1� E O IMC. TILT TESTING&ENGINEERING COMEXPERT SHUTTER SERVICES INC. S.W.BILTMORE STREET 14-050 PORT ST.LUCIE,FL 34964 SIGNED AND SEALED COPIES OF THIS DRAWING SHALL BE %'Y 0-ma0:011ecpoad.mm I)PAWNG N. ®-0T0I0II8I7�19 (adO)74a-Y068,iNu(7i3)all-WYOUSED ONLY TO OBTAIN PERMITS IN THE STATE OF FLORIDA i 1YALTFTt a i Jr.P.E. 'x"•* 06p�� a °0 °` l iLORG1A Uq 441x7 SKEET 1 OF2fi #10 vs'ar 2.012• # #Et #7 #8 0711 #9 x16 '9r. s` #1 #2 #3 m4 .m6' .Bw• .962' A 4 ,��55 j10G .16 L19D' {.�, .ter at6o.Nzra YAEa �(� Air 311'. (TYP.� \t 4?7'� iJ7 L.� ,e.N•• AYl' b r .. ... '.A X75' 1 '" 16A8fA1M-"a93183.YHl9Ht Pt3/Y Rf.444 R1AD6' R7.MC R796Y 1tT.746• ti22Y6•. PLffle` ¢ p{. TlE�BNEADS465IX46�nR'rF.tC4ftytt m¢w Clf{N4apHIXyHDASTkMAO4fW aww . aeo• 0MONM tMON%JM wr PTION__h�YlMMl «= a 0PETR C so lPVftXm11S� '? STA SLAT - - 1,�• . rsraue tfuuAuor .y eualre uutptwa�ItoY (�BASE SLAT �AaO ?>zti Fral,eal(n2nJ ecrLE 1u.r �ox4mliMULOY Ur.r AEfAI 9 �v acuaG[F art,lr 72a� " S aril tge b -ACETALeUS?IING.�r" . e 66o B&_TUBE @' .t✓So. .164- .AeeB11f4$ E AL1i0Y {yy. t3 ... _ .. . {113EY1(Qnt1ON¢¢SANOA27 26p' 377(PI bb S.;A toss Mae .. :126' �tI�ED IprW�oD{hA mP' �a J RE1AINlNq SYSEM'a SW4 BU SHNG U0-ff TUBE BiILDOU1TUBE EQ'DATEVRTSEAT SIDEAL x,10.0 eDW-leAtLp.1t1UM.AtCOY eDG1,T@AWMMUN4uOY .. . saw SCAMuNrNc?n1AIL°Y srxetrr•r a i�'2 E3 BUILD-OUT TUBE scar�lm4201 BOe.LTEN31[QpUM Ail.OY *YUSE 8t PEVIEwEIY 9Y Pli0DUC7 NN211FACIIJIiEA .... J„_,0�, 9CN.R:tft'+1• . TO 411 fOR A A@IIINN.OASpY CE - 6EIwE8}SCIr£W F!EeM AXD Cat4iY h1�LL AT XON HQpRIciwL P09670N8., 00 .zsw• znpo' � Cow - �H 1/4°0iG!/OMIEUlU)UMSCREW 'j 551yronWlBUIL�ujl O CO AAWCHOR . .. CAReQN9S�T'' n 3B'OHui,Nc.KWIKBDLnANCHOR STORM BAR 4°x-r'r MULUON Q rxr'r MULLION CAMON STEEL enet raAwrA{ua+wxrr TRAPPEDANGLE Q OW MULLION !31 4`x8"MULLION eCA[Lt7A.1+ s4eta•r w63-T4A1Sli9NtlMAtiOY �Bt-S4AlAMMUHALLOY 9081.78ALlAdY1UMAlL.OY �1'eA�Oh1iNN{.RAALLOY e0e1 T8 ALUkIINU4I MlAY BI:niE,2M"•1• ticttEi�•f• BOAif:ae'-s` 8Ci1$89',s' 1 MALL17-t' FLOPWA BUILDNG CODE {8fgh 4elcclky HBtricarse Zane) -..,:...,. 03014 TY.TMO M0. + �RAYQ1 Bty �. f ---r .Naadjus N.L �E� ■ �!►�r Impad.ProR7dNvel4olllag6yardem os/ft/u }+�•�� 1L E 4 Q lNC. DATE COMPONENTS e 7 = TILLIT TEBnNO k ENOINEERNO COMPANY EXPERT SHUTTER SERVICES INC. TI•': �/ n7s9 xti.assn.s_sa 9�.kPrsta o n;urea tete S.W.81t3MOFL STREET 14-050 L ne.:(amlm tsm.r=O661ar1_rm1 PORE ST.LUCIE FL 34984 . ='q'. STATE QI: ;`�� '-m�-�t9•com PNOrtE• 744=9696.rAu e27-041)0 DRAw4q NO WALTER a ntur 3r.P.E. uso7mol 0¢7 a+.w nmcvn4l onr: FiDRiOA ila./44187 SHM 2 OF 28 i ' !� 4 r O y MIS. 13 �$ 18 3 SDE/END CAP (CAST ALUM. OR EXTRUDED) i i g 2 HOU"a (BAG-K & TOP) .040" THICK- 0 HICK fl 3 HOVSfPO (FONT' 8, BOTTOM) .040" THICK 3. . +. 4 SPRING BRACKET ". Q SPRING ASSEMBLY «. 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL ('MAIN SECTION) 8. SIDERAIL (COVER SECTION) 9 ALUMINIUM STARTER SLAT IQ ALUMINUM. SLATS. 1=10 11 ALUMINUM. BASE. SLAT t 12 TUBULAR MOTOR 13 MOTOR BRACKET 1 d SPRiNO. GFAR $c MOTOR BRACKET BOLTS 15 1104jSINO (PACK & TOP) FASTENERS 19 SIDE RAIL. (MAIN SEOTION) FAS'T'ENERS 17 HOGS-IN s (FRONT & 50TTOM) FASTENERS 19 END ,RETEWION ASSEMBLY AT EVERY SLAT 19 OCTAGONAL AXLE FASTENERS 2£) 60MM.OCTAGONAL DRIVE CROWN V CONNECTOR SLEEve 21 CEf+R — PLASTIC OR .2AMAG CASING .23 UNIVERSAL WITH DRIVE SHAFT 2� sOMM OCTAGONAL IDLER END LER: BRACKET WITH BEARINO SOX,&END CAP ASSEMBLY COMPONENTS ,0 NIli1 FLORIDA BUILDING CGDE(Egh Velocity Hualcone Zone) aM '� �l,� 02014 T16I MI W. • MuRN IIIb :::, �,>,, �11 auMus �77�,,,. Ar+fEC��TCR b'S`�BfGaf 08/,1,/14 I1L. O INC. DATE d �* a .n` ,xemNv �a oHke eo�a9 1826 w,sidmoER SERYICES—INC. NEW- r>.�=,aae7m°�„n„ m sG WaE:,tt 34094 DRAW"0 ' ^ -ma'mcmm f-� ,'liY-2 ,FNS: Bii-OCBp •,. STATE OF ®0009r,o .� FAX 7l w� WALTER A.TIM Jr.P.E F, M Uo.3 44167 . SH,Ef 3 Of 29 ,u AI.I „lt�,ti`'` . ®REAR Y/7 Y/9 V/9 KREAR Y/6 & Y/7 BOk �Y/6 do 80X � K (rrP•) END CAP END CAP END CAP i END CAP SLATS -SLATS H+ MTs ILA 3 51LATs spats SLABS SLATS Qf8 pr/8 - — 0'/8 0/87 _ 5 _ .. suTs CATs � �LATS D (TYp, Ea. END) Yp ) T , Ea. END. Be.. s. _ SLATS A (TP• ) tD (TYP•SstATS. SLATS 97 :.: STORM H .SPACIN ... . . - . .. 7 BAR B }Y/$ &.Y/7 (SEE s Y/8 �Y/6 & Y/7 a,.SLAT SPAN .. 4�" . SCHEDULES ON SHEETS.16./6.$24) "PA.SAT SPAN .. : *� •; - (SEE SCHEDULES 01:1 SHEETS Typj 4 Bff F1 FVATI W STORM BARS '* OTE( SEE'SHEETS 2 &' 3 FOR COMPONENTS. NOMENCLATURE. ,, �, SINGS, L Q,d. � 11 `.1 N.Ts• N.gM- SEE SHEETS. 2 & 3 FOR COMPONENTS NOMENCLATURE. N,T4 QROGEDURE FOR SLAT IWa UBON GIVEN A P Oti J!CT HEItiFaT: CASE 1'c PRODUCT HEIGHT EQUAL 09 LESS THAM 11'•-D'APPIJCABLE TO INSTALLATIONS W/Q. STQIfA�BARS:W/STORM BARS OR W/STORM BARS&MU1"iONS W/HEIGHts UP TO 11�0` (a)CURTAIN SHALL START W/#1 SLATS AT TDPr FOLLOWED BY 02.J3......THEREAFfm ALL THE WAY DOM,EACH SLAT 1F SHALL CONSIST OF MIN..FIVE(5)MATS,OF THAT.SLAT NUMBER.PROCEDURE FOR ADDIMG SLATS DOWNWARD BELOW 1 SLNT SH BE CONTINUED UNTIL TOTAL_PRODUCT HEIGHT IS COMPLETED.DU GF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM STAT(E)MAY VARY WITH PRODUCT'S HEIGHT. (b)BOTTOM SLAT@ MUST BE ALWAYS INSTALLED. CASE 2: PRODUCT HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALATIONS W/O STORM r,o' fl III %/i FLORIDA LjUILDINO CODE(High Valoeity BUrrirO a Zr. BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 1,'-O'. `��� Q, •„ /T�li�� 02,014'RLTM INC. Na llS ORA"�' 'Q - \CEN L i[ (a)CURTAIN SHALL START W/g1 SLATS AT TOP,FOLLOWED BY#2,#3. .....THEREAFTER,ALL \� tS�•'•9 s Jap, p,9 yD$pj�ngSy9rem o6/,v,s THE WAY DOWN.EACH SLAT f SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT 4 - DATE NUMBER,PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE _ �ECO1!R°' EXPERT SHUTTER SERVICES INC. CONTINUED UNTIL#10 SLAY IS INSTALLED.AFTER#10 SLAT IS INSTALLED,ADDITIONAL#10 71LLIT TESTING Q ENGINEERING WMPANY SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. �S/ ¢T sue wO.aax w as.gym.vsuae•oN�s^•>s7cc ,ea.D S.W.eaTMORE STREET 14-050 /,( .' Pm. Om)srf-7ma.rw f1�f-fit FORT ST.WaE,FL.34904 DRAWING No W 9.• IHT DF a-mo:t6tecomcol.cam PHONe eeO)7w oose,rNc lrrs)arL-we,0 (b)BOTTOM SLAT@ MUST BE ALWAYS INSTALLED. .; ."A ��� ®-0006719/ �a orr�v o� WALTER A.Tlu f Jr.P.E. ;HEFT q DF Z6 •F• S FLORIDA U 44167 f!�!lNltp!!!!!!!!r• 5/160 TAPCONS XL WJ POURED 5/16"0 TAPCONS X4 W/$ 1/4°Min, 1'x1'xi/5'OR 2.."x2'x1/B' t/4"0x3/4°I1W 6UILI)E%TEK SCREWS 2 1 j4`Mfn.E'MBEDMEtR CON EMBEDtdETVT 6c i O,p.x0A60'GN.Y= ALUMINUM TUBE Wf /'O.D.xO.OUO'GALVANIZED SMEL !c 1'O.P�xC.09.0'OALK. REQ'R SfEEA.%W�A�Sf�IER 24°d:a« jr WASHER Q 24"o,c. STEEL WASHER m 24"o.e, F. / f f�E 111/e Min,EMBEDMENT i 0 ®24'o.c. 1' POURED CONCRETE POURED CONCRETE OR GROUT FW,ED' OR.GROUT FILLED CCNCR£7E BLOCK' CONCRETE IlgK. WALL REGUIREO. WALL RECU7RED. 0 EDGE b EDGE4 OP CAP - CAPOPENIN4-.-.. CAP EN15nNG G. 'i��NtG 0 E7tISRNG OSNA7 (a N.) CLASS (BEYOND) _ I SEE ANOHOB ;l'. SEE ANCHGR SHEETS 016 Ii.vsf SEE ANO�'TtOR $4EDUCF.�ON z SCMjEOULES'01V SNEEtB!7.8c 18 A SNF$T5 17! 18 qod Mie SEPARATION AnA. Mtn;stp!ARAT16 ty mm sEPARATiON' � � (SEE CLASS, m, I DaEMOR WW TO GLASS 4�7 TO GLASS I Si (SEE SUODULES, D(IERIOR 1m ($EE$C UIE3 ON sHfEI$i¢dt ti) "' ON%&I$75&19) O � ON siiEEtS 15&TB) 11 - , a' D @o �I 0/8 p/g d!S 0 0/ 0/8 0/$ MUM OpNQREEH - I OR GROUT FILLED POURED CONCRETE CONCRETE'BIb* POURED.CPNCRElE OR,GROUT FILLER WALL,tiEOUtREP CONCRETE BLOCK f. OR GROUT F}LLED. CONCRETE BLOCK 1T�•REOU/RED• OOODDD������ � WALL REQUIRED, Op�N' MING,p OPENING. t.+; 2 2 1 18' MIt1,. MIN.i,/2x1 1/Z"xq:08�2"zCONT.PLUM. NS k "' ANGy.E W/5/16'4 TAPCONS XL W 2x4"z0:062'xCONT. S/16'0 UPGONS k Wf / ALUM.ANGLE 2 1/4"Mtn.EMBEDMENT m. MENTI is 24"o.c. POURED CONCRETE 5/16°0 TAPCONS XL W O 24'04 .--.,,� (f'c�3 ksl M•m.)REO'D. 2 1/4'Min.EMBEDMENT �WALL MOUNTING• FLOOR/CEILING/TRAPPED MOUNTING' 0 24'os. _.. BUILD-OUT MOUNTING SECTIONS Y—Y SECTIONS Y-Y.BOX MAY BE ALMNATII�ELY ATTACHED }{kP f I { FLORIDA BUILDING CODE(Wgh Velocity.Hurricane Zone) TO A WCIX1 CEILING FOLLOWING SPECS ON SHEET 7, ``���'� ....:.., 'i .. 02014 MLNCO m �]�lr � oRAwR 6Y: INSTALLATION DETAILS ON EXISTING POURED 4 9� = T■ � M � R� RSF � 0@/11 14 RII� Ec}►SIRo INC, BATE 'n rE6TIN0 k EN NEEPoNG COMPANY EXPERT 'SHUTTER SERVICES INC. CONCRETE OR GROUT FILLED CELL CONCRETE n -r r w &&l �, ,; .owl �u,� im S.W.alLT*E MMMpow ;4-p50 PORE sr.WdE FL 54994 �•"°• STATE OF o-mon:tw..oftat m PNOxE: eo0I T4s-ease.FAX'M2)911-0990 ORAWWO No BLOCK BUILDINGS ,�. �� E80008T19 P�e WALTER A. SCALE 3/16" i• ROUG Sd 4J1sET SHEEr a 0P 2e 4 ��4P//it4117tt111IN111N�" . POUREDCONCRETE E.D. OR GRDUT FILLED F ! ORJ iaR J POURED OR J r- LM OR J CONCRETE BLOCK (SEE S *u ES ON (SEE SCHEDULES ON W FlUED (SEE SCHEDULES ON mN OR (SEE SCHEDUUS ON GROW FLLED SHEETS 17&18} SHEETS 17&18} CONCRETE SLACK SHEETS 17&i8} CONCCffTE�SLOOR SHEETS it&18} CON�{Op A 2.ETE I _-- — fi �k A ;646'' a.+s2' � 4°O.C. aOR E1 l^1 (@t7R ,S A / n1� OR 1/e•SUP R 1/4' 0+f•D:d, G W/ L. �l�aL.--r-.+ CR 1 8 5UP 1/2 1/4' . A 4•'O.C. ' 1%A• f 1�,. SECTION VI STORM BARS B U��i MOUNT tyr / °R`/&sw' 6,1112 i f6'•4 ]'RAPPED MOUNT BUILR�UT MOUNT 95IIt,Q�i}��Al�� SECTIONN P 18 P 1(PLN) SECTIONS .0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING.F-GURED—CONCRETE OIC GROUT FILLED.CONCRETE BLOCK BUILDINGS VOR@ OR ,� @OR G A H A H A M z .• _. . . ' 'F{ H 04.1°.a H 04'o.c� T 0 4'ox. 0 4•o.c, A i/x t/4 ja t4 4'•o.C. A L o1T t/tC sup oR 1/6•scP 1/2 . t�. ./+" - S D E+E;TION Q,0 {PLAN) I Ar., r+ ———' ORIENTATION i s/it �P p OR ve sLr oa t/D suP p p oR 1% s�P oR Uel/�p (1 WALL ttQUN7 END i Ui110N SECTION 0 {PLAN) SECT" 0--0 N) SECTION R-R.(PLAN) SECTION R'-R' {PIAN) ,✓ N'� ORIENTATION 11 ORIENTATION 2 ORIENTATIOIIS 1 & 2 ,ORIENTATION 2 A ®4•o A WALL MOUNT fND MUWON WALL 40UNt END MUWON WALL.MOUNT IHYER QR MUWON TRAPPED 40.1l1T INTiOlOR MULUQN INSTALLATION DETAILS INTO MULLION§&O.,g&QG ifz,tt4; vZ>1r�� (2)2'z#'Dg sroue JX-r D. D2 t(1 srp' CR f!8`SUP la !VsW SRl I (2}2"W OR (SEE SHEET 20) (SEE SCNEu1J1E 01 G 2NI $TDD. I ON SHEET 21} ALTERNATIVELY TOO, A (SEE SHEET 20} �' b' (SEE$CHEpaiE MIM 1/2' M.S. ON SHM 21}' PLYW0001 W/ NUT MAY 8E USED SECTION 0'--0' (PLAN) MIN. 1/z" FOR THIS CONNECTION ORIENTATION -2 PEwrooO WALL MtOUI END Ac INT IOR MULLION (�OORR E3�� t 7&D' 2.2sD' 2'C.1• D V2 1(+` K/ 1141111i0ddddd OR i/8'SUP A 0 �l FLORA BUILDING CODE(UI9h.'Poloblty HOrtieoge Zone) 0 4'ox- D OR 1/6'SI1P s , 02014 MT=INC. �r • DRIDYt1 SY% FLUSH MOIJ�T (WAL) 4 '��tOFlds''' l�aualus wt BUILD—OUTS MOUNT z r *,4pmctP"fwM1eRaftSyfltm 00/ti/t4 SECTIONS 0'-0' (PLAN) w�. �r ` � IL. EC.®dMc. EXPERT SHUTTER SERVICES INC. • 11LUT TEMNO!�ENCINEERIND CONPANT 1#—Q5a alas n c.xa.a tam,wcaa4 Cumoo,o na+ae 1624 S.W.RILTWRE FMW 'CS: T�' vnm.:(xalm-tat°.ra:(xs7an-,an PORE ST.WpE.FL 34961 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS '-�''' STA OF ° "°n:tgtaComael.eom cenC1 74a vwD D.rA M 471-OM E6OWING"° %�C.7•.• �c �'`�,+ -0006710 sw a. a�na. cq w wmno. c.0 ' WAVER A T15 Jr.P.E. sGL;:1 4'-1' %.� ..T•E LLORDA Lk.! SREET 6 0f 26 44167 `f!f!l tPf l I11411j1°°` SLAT PERFORMANCE CHARTS la, Ib & IC: ONLY VALID FOR 112"SLIP) FOR A GIVENA%M.DESIGN PRESSURE RATING(P.9.0,PRODUCT MOUNT$ONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O STORM HARE USE WJ CHART la CHART Ib ICHARTS CHART IC ukwm ' 1I5E If!11Q1Ri1(VAUIE�fVIFFl1 POStfIVE TWD NEGA(II+E ASA. EfmfKBOLT8ANCHOR, S/1B'OTAPCCNXLANCHCR TO POUBM t5?CKMI ORMIN,.S.L�1F USE ����� VAM 31 POURED CONCRETE. ': GROUT RUED VELI.=Nmm am SRAN MAx ilAk,SLAT SPAN MAk•:SLAT SPAN ' REQUIRED.MIN, SEPNtATiO[1 TO GLASS "D. ►(FT) 'LwuL'(R} (FMEASURFq Tr)$At`K OF SLAT•(in} DESIOk. 7YaLL wppm anp-ODt WALL �PFEv (PBD sg WORZ sr N018 M k .. # 30.0 20'�-0';' .' }$'-'4". 20'-0` 20 0". Zp'=Q. 16'-4"' 4+ 2t1--U' 0" Y9'-,.d' 48'-3« 7'-9'. 11 1/2" e ... �� 20'-0' ..1s"�2'' .t9"..7'. .1B"•-6'.. 20'x0 $" .. .. . +� .1#'� � .. tP:-�4'. 1A•'�10" .T-5'... .. 1�4 1.2' _.y+.. ..... ..'1S'-8*. ..19'."01 ._15':-3' _..20,_6 1 fgV--.-2"._ T6,-D.'.. 50.0 20'•-0'... 1:4'-i0° i8'�'3'.. 1A•'-2' ...79•_'t' . 1�•-1".. i+{"-10" 20 . . .. . . ... . . a27�1c0." T..O 3t , 6.6D:0. 19 i/2'- ' .13..2* ... 11'-5a 6'-9' 11 1 2' 4' .85:0 i8'-V" .. t2',=1t" . 13'+•:10' tt`rt.!`. 45'.-9" 1i'-{1' }2:r5` 10'=t 1". 70.0- 17,:4".. .12`-1' 13 16'-0'" 10'-6" 91`-40" 1 . 75.0 it, t1' 7• 12`;7". t0'-10'. t4'-3'. 10'-0 1'�4' 9=}!". 6"-9' SD 1.2' 4, 80.0. 15"- 1 9" 11'-0" .12' Q'. 10'!.8' .13`=7" .9'-5' ID'-.1A'' 9'-7" 6`-9' 10 2' 4' 85.0 '15"-0". !Q`-B' .t4'-r7': 10'-0•- t3•-0« g,_3`-- 1A'-5' 9'•-3'. 61 -9` _ 10' d.' 80A14'-2' f0'-t' tY-2° • ...8r^87 .12'x6'. 8'-}D'.. ..1R'-1`''; ..8`..1}, .$'�9` ..10" 8,.. .. 10"-9'. .._W-4* 72,_0„ B,_6p 9'-4' 10_6 9'-t' 1T'-8" 8'-t4'.. 9'-5' 8'f4' B'�9" 9 1 2°. 4- r 12':-2 9'_d.' 10'-#' 8'-9" 11' 3' 6'-0" 9'•+2' 6'-2' 8'-g' 9". . 4' . S• « 9'-9' .F. s- - 10•-11"- 7•-10' 115;0. 74'-1' 8'w4'- ..10,-7« 7- .- ,. .8'-8• 7._6. 8,.�t1.: 8" 4" 1200- to.-Ir 8r-1' 9`-.3` 6`-2' 10:-3" T-v 8'-5: 7' 6'-4 gR. 4e. 1250 16'-2' 7'-9' 9*=0"... .7'-i t' 10`-0" 7'72' W-2" . ..7'+4" 6'-9+ 7=-9 9, 7=0'... 8',-p' Y'-2r '9' 9a 4` W-10' 7 q7-f'7R;" 7.B=8'10' T40' 8,-3" - 1.ABOVE INDICATED MAX. SLAT SPANS MAY.BE'USED AS LONG AS, ANCHOR SPACING StHEOU.ES ON SHEETS 17 & 18 INDICATE THAT AN AND A.S.P.SPAIDESIGN PRESSURE gATTNG, CORRESPONDING SLAT ,4M1,y 9"ytat�I tlrt�"'j ya17 hf;,f f FLORIDA BUILDING CODE(High Velocity Hurricane Zorte) 2. REQUIRES SIDE RAILS FAS(ENEO'TO EXISTING STRUCTURE WITH yyk 02014 TILIEC0 INC. • otuwrl BY. 3/B 0 KWIK BOLT 3 ANCHOR OR 5//1x3 a TAPCON Kt.ANCHOR, INTO La �`�� ; Naut�rlus _"L' POURED CONCRETE OR GROUT nug CELL CONCRETE BLOCK, OR No SlmpeapluteoQveBoIIingb)atem 0s/11/1+ WITH 1/4`0 TEK SCREWS AT MULLIONS CONNECTION. VAUD FOR _ �.�s C�INC. Gats WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. "o - EXPERT SHUTTER SERVICES INC. TIUJT TESTNG&ENGINEERING COMPANY 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE,LOADS MAY BE s p�• Q S°'""°" " ''"ss,m Lazes. 10MOFL 34964' 14-050 Ilim.:(3ntptt-iS.P. .tsm}nri-+±St PGBT ST.utCtE,Ft.3b9G4 r F,, F� � ,: ,� a-moll:1/l"co0a61.Com pNG}If (�G)Y46-6068:taxi m ff"- G GRA®GtG r DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. �.nO�RIDQ : ��3 wauEa °ORtu tor.P.c •.� ��"" m" '�" �"N" FLORIDA L 9 414167 mEss to or 26 � r w MAX.ANCHOWS SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/WO KWIK BOLT 3 ANOHORS TO POURED CONCRETE WALL ASD DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT SAE SLAT SPAN RANGE RAT» 4°-5't >5'-e t >6'-7"t >7'=B"T > 9'-12"t > >i-If t > 76"-20,'t 9" 8` 7". 5 5/8• 5/@" SLAT t lIQTE:. t—SP{uy—'I GANSLAT SPAS FOR A 9" 9" 9" 9" 5 5/8' - mb=2II ._:-9 9 4: :. 9 - . :. _3: = r._ _ - C PR �ERATINGGSHAL L 8' is - MR1T'Si3�f" - >i!1»lwao 5P. iNOICATED.ON$I,AAT B" s° s' 7 z• - - - Sj, T SP N�DEFINITION PERFORMANCE CRAkT oN Tf?ARPEO MOUNT StjEE75 t$,k 1�, ' SLAT SPAN RANGE p'4,t >.4'-Wt >A'-s't >6"-7't >z 9''I > 9'-i2't > l2=14't i to-2o't 9. SBt-eD g" g g' 9r B' 6• >87-165 9,a -9^ .�. . 9°. ... @• .- . . �. - >i�t' 9" 214"60 g• .. 9. . - ... - WILD, MOUNT F SLAT SPAN RANGE Rb11tiR f-W 11 ?6=s" - >6 7`#. >.7'-a"'r, >g'� `t . > vv-le't 5,to'-20 t QJ 91 . 9" 9 9" 9 .9.. E9" E9"' 9' E9'. _E . 7° 5578. 9' 9" 9 , 9" 9" 9• .. 9" 9M 9 9` 9" 9" 9 g 7" 7" 8" 5`af@ 5 9� 9 9" 9": . 9n. 9" @" ' . 9". V 9° 9q �" 9. 7 1/2 7 1/2^ 6" 5:5/6. .5 5/8 5 RI@, ?8f- 9' 9" 8" 9' g' 9 9" 9" 9 9' 9 9" g" . 91 7` 6 5/$ S SfB. 5 5j 5 5fS S 51@ - >$f-fq6 g' g" g• 8" 9" 9" 9° 9` 9`. @" 8• 6 1 2 6 314." 6 3/4" 5 5/8 5 5/8' 5 5/9" 5 5/8 - - - - - >1riB 12B g° g^ ga g• g'. g" g• 9" 8" 6" 8' 6 1/2' 6" 6" 5 5/8 5 5/8 5 5/ - >121-1X71 9" 9" 9" 9` 9` 7 1 @' @•. 6 1/2 8' @• So 5 5f6" S 51@" 55/81 - - - >.i41-19D 9" g" 9" 6" 7" 7" 5 5f6 6 3 4" 6 3 4"5 5.18-,5 5 8° 5 5/8- - - - - - ``�Ken uAnij/�lrrgr�� ELORtDA BU=NG CODE{1995 ve}odity$Onicane Zone} .v\GENS**...�.� oxD14mr>coiNc. .. audlus owµ et ~ w C P hlptctmfwTveRofikwS.W= oe/t1/4 Z �� ECO INC. DATE T..tEs lND a-13 ENO1NEEwt1D COMPANY EXPERT SHUTTER SERVICES INC.�m w+uM.�nvxA rt ss,m 1626 S.W.BILTMORE W r1 ew.:Csmnn-1mo,rd a lm»en.tm: Sf i 4-050 •'• ,'Nye: o-mM:WtocoO°o4am PORE Sr.LU71E.FL 34984 DtGWINO No VFS �P `V (tl E8-D00P1 (em)71d1-8m6.FA1C C7T1J Elf-OVGD WN.1ER 0.I R Jr.P.E cx mt moetp" enc ftDRIDA Ue./441e7 " SRFST 17 OF 2e La •:N e 1 t